Professor Deric Oehlers
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Biography/ Background
Areas of expertise
- Reinforced concrete structures - flexural and shear strength and ductility
- Composite steel and concrete structures
- Fatigue assessment of composite steel and concrete bridge beams
- Retrofitting of reinforced concrete, steel and masonry structures by adhesive bonding or bolting steel or fibre reinforced polymer (FRP) plates
Curriculum vitae
Professional and academia
Deric Oehlers is Professor of Structural Engineering. He has seven years industrial experience in consultancy and contracting in the design and construction of multi-storey reinforced concrete structures and composite steel and concrete bridges in England and the West Indies. This was followed by seven years of research at Warwick University in England on the behaviour of composite steel and concrete beams, then seven years research and lecturing at University College Cork in Eire, after which he moved to The University of Adelaide in 1988.
Deric has a BSc from London University, both an MSc in Structural Engineering and a PhD from Warwick University in England, and a higher doctorate, DEng, from The University of Adelaide for his research into partial-interaction theory in composite steel and concrete structures, in reinforced concrete structures, and in steel and FRP plated structures. He has contributed to six national and international codes of practice. His research on the fatigue resistance of composite bridges has been included in the assessment version of the British steel code which was used in a national assessment of bridges in the UK, and his research on steel and FRP plating has been published as a guideline by Standards Australia and has also been applied to strengthening bridges in Australia.
Research
Deric's research is mainly in the field of reinforced concrete and composite structures and in particular the assessment and rehabilitation of existing structures. Through his research he has developed techniques for:
- determining the strength of the shear connection in composite beams with solid and profiled slabs
- the design of composite profiled slabs and profiled beams
- assessing the remaining fatigue endurance and residual strength of composite steel and concrete bridges
- bolting steel and FRP plates to reinforced concrete structures to increase both their strength and ductility
- strengthening and stiffening reinforced concrete structures by adhesively bonding steel or fibre reinforced polymer (FRP) plates to their surfaces for static and fatigue loads
- modeling and quantifying the rotational ductility of plated and unplated reinforcedand for concrete members
As at December 2011, he has published four books, 136 journal papers, and 110 conference papers that are frequently cited internationally. He has given nine keynote conference addresses and acts as a reviewer for 23 journals, as well as being on the editorial board of five international journals.
Teaching
Deric teaches the structural design of reinforced concrete, steel, and composite steel and concrete structures, and retrofitting of reinforced concrete structures. He uses design to encourage the students to use their ingenuity and learn the fundamental principles that are mostly hidden within standards. To do this, he deliberately sets consulting projects beyond the scope of present codes such as: the insertion of service ducts in the webs of existing composite beams in buildings; the fatigue assessment of the residual strength and residual endurance of existing composite beams; retrofitting reinforced concrete structural frames by steel or FRP adhesively bonded plates for strength, ductility and stiffness; seismic retrofitting of RC columns by bolting plates; and the design of continuous composite beams that are integral with composite profiled slabs.
He has given retrofitting courses in Hong Kong, Malaysia, South Korea and Italy. He has published four books that cover the fundamental principles behind structural behaviours and which are used in his courses. And he has published four journal papers on engineering education in which he developed the sequential approach for assessing the students ability in problem solving and for teaching the fundamental principles in reinforced concrete design.
Academic qualifications
- 2005: DEng, Adelaide University, Australia
- 1980: PhD, Warwick University, UK
- 1977: MSc, Warwick University, UK
- 1968, BSc, London University, UK
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Teaching Interests
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Short courses for industry
Retrofitting reinforced concrete beams and slabs in buildings and bridges by bolting or adhesive bonding steel or FRP plates to their surfaces.
1 - 2 ½ day course given to engineers at Hong Kong, Malaysia and South Korea. Topics covered: adhesively bonded steel and FRP plates; bolted steel or FRP plates; premature debonding failure of plates U-sections and angle sections attached to any surface; flexural and shear strength; and ductility.Design, retrofitting and fatigue assessment composite steel and concrete bridge and building beams.
1 - 2 ½ day course given to engineers at Hong Kong, and South Korea. Topics covered: design of composite steel and concrete beams and profiled beams and slabs from fundamental principles; insertion of service ducts in the webs of composite beams; strengthening of composite beams; fatigue assessment of residual strength and endurance of bridge beams; assessment of the effect of remedial work on bridge beams.Retrofitting by Plating: Retrofitting RC beams and slabs using adhesively bonded or bolted FRP, steel or aluminium plates.
2 day course to engineers in Australia and Italy. The course covers the mechanics of retrofitting of RC beams and slabs using externally bonded plates. The plates can be made of FRP, steel or aluminium; they can have any shape such as flat plates, channels or angle sections; they can be bonded to any surface such as the tension face, sides or compression face; and they can be either adhesively bonded or bolted. Methods of analysis are illustrated and applied to determine the strength, stiffness and ductility of plated structures and design procedures for preventing premature debonding are compared.________________________
Undergraduate teaching
Structural Design IIA and IIB
Structural Design III (Concrete)
Structural Design III (Steel)
Advanced Composite Steel and Concrete Design and Retrofitting level IV
Retrofitting RC structures by steel and FRP plating level IV.
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Masters Theses completed
- Foley L. M. (1983). The fatigue strength of stud shear connectors in push-specimens. Master of Engineering science. University College, Cork. National University of Ireland. August.
- Coughlan, C. G. (1984). The stiffness of stud shear connections in composite beams subjected to static and fatigue loading. Master of Engineering science. University College, Cork. National University of Ireland. July.
- Raleigh, J. G. (1984). Axial loads in stud shear connections in composite beams. Master of Engineering science. University College, Cork. National University of Ireland. May.
- Singleton, W. M. (1985). The transfer of shear in simply supported composite beams subjected to fatigue loads. Master of Engineering science. University College, Cork. National University of Ireland July.
- Moloney, G. F. J. (1986). The repair and strengthening of reinforced concrete beams with externally bonded mild steel plates. Master of Engineering science. University College, Cork. National University of Ireland. June.
- O'Brien, D. K. (1986) Shear failure of diagonally cracked reinforced concrete beams by ripping of the concrete. Master of Engineering science. University College, Cork. National University of Ireland. January.
- Moran, J. P. (1988). Separation of externally bonded steel plates from reinforced concrete beams in flexure. Master of Engineering science. University College, Cork. National University of Ireland. July.
- Gaffney, M. A. (1988). The computer simulation of the non-elastic behaviour of simply supported composite bridge beams subjected to highway loads. Master of Engineering science. University College, Cork. National University of Ireland. July.
- Murray, K. J. (1988). The fatigue behaviour of composite bridge beams subjected to a spectrum of highway loading. Master of Engineering science. University College, Cork. National University of Ireland. July.
- Carroll, M. A. (1988). The computer simulation of composite bridge beams subjected to repeated traffic loads. Master of Engineering science. University College, Cork. National University of Ireland. July.
- Luo, W. M. (1993) Strengthening of post-tensioned and reinforced concrete beams by bonding external steel plates. Master of Engineering science. University of Adelaide. January.
- Mulhanthan, B. (1997) Estimating the residual strength of structures subjected to fatigue loads in South Australia. Master of Engineering science. University of Adelaide.
- Davila Sanhdars, M. Repairing defective concrete in reinforced concrete structures. Master of Engineering science. University of Adelaide. Completion before end of 1998.
- Ahmed, M. (1997) Bonding steel plates to the sides of reinforced concrete beams. Master of Engineering science. University of Adelaide.
- Nurwidayati, R., (2012) An empirical approach to simulate the concrete softening mechanism in RC members. University of Adelaide.
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PhD Theses completed
- Gosh, A. (1997) “Residual strength of structural components subjected to fatigue and overloads”. University of Adelaide.
- Burnett, M. (1998). “Profiled Beam Construction”. University of Adelaide.
- Seracino, R. (2000) “Partial-interaction behaviour of composite steel-concrete bridge beams subjected to fatigue loading”. University of Adelaide.
- Mohamed Ali, M.S. (2000) “Peeling of plates adhesively bonded to reinforced concrete beams”. University of Adelaide.
- Wu, Y.F. (2002) “Composite plated columns”. University of Adelaide.
- Yuan, L.P (2003) “Retrofitting by bolting steel plates to reinforced concrete beams. University of Adelaide.
- Liu, Irene Sin Ting Liu (2006) “Intermediate crack debonding of plated reinforced concrete beams”. University of Adelaide.
- Rashid, R.,(2007) “Shear capacity of fibre reinforced polymer strengthened reinforced concrete beams”. University of Adelaide. Scholarship funded by Malaysian government. Research funded by ARC grant.
- Haskett, M., (2010) “The discrete rigid body rotation of reinforced concrete beams using partial interaction and shear friction theory”. University of Adelaide.
- Akbar, I., (2011) “Debonding mechanisms of fibre reinforced polymer strengthened steel member”. Scholarship funded by Malaysian government. University of Adelaide.
- Lucas, W., (2012) “The discrete rotation behaviour of reinforced concrete beams under shear loading”. University of Adelaide.
- Rahima Muhamed (2012) “The tension stiffening in reinforced concrete beams and slabs”. Scholarship funded by Malaysian government. University of Adelaide.
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Current PhD students
- Phillip Visintin (started 2009)
- Yu Su (started 2009)
- Liang Huang (2010)
- Daniel Knight (started 2011)
- Tao Zhang (started 2011)
- Jonathan Dragos (started 2011)
- Yongjian Chen (started 2011)
- Md. Habibur Rahman Sobuz (started 2012)
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Research Interests
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Typical research
Flexural and shear ductility of reinforced concrete structures
A numerical model has been developed that can simulate all the rotational components of unplated and plated reinforced concrete beams and columns which includes the rotation limit due to softening of the concrete. The aim is to use this numerical model to develop ductility design rules for both plated and unplated reinforced concrete structures. This model can also quantify the shear strength and shear ductilit.Retrofitting by adhesively bonding steel and FRP plates
An inexpensive procedure for strengthening or stiffening reinforced concrete structures is to adhesively bond steel or fibre reinforced polymer (FRP) externally bonded (EB) plates or near surface mounted (NSM) plates to their surfaces. Unfortunately these plates can be prone to premature debonding. Comprehensive design rules have been developed for monotonic loads which have now been published as an Australian Guideline by Standards Australia. Current research is now concentrating on adhesively bonding FRP plates to steel and masonry structures as well as on determining the ductility of plated structures and their response to fatigue and seismic loads.Retrofitting RC beams and columns by bolting steel or FRP plates
Theoretical research and tests have shown that adhesively bonded plates can fail prematurely and in a brittle fashion. To overcome this problem a new technique of plating has been developed where the plates are bolted to the RC structure. Tests on beams and columns have shown that bolted plated beams and columns tend to fail in a ductile fashion because of the partial interaction between the plate and the RC member. Mathematical models have been developed to quantify the flexural strength, shear strength and ductility of this new form of construction. Cyclic tests on plated columns have also shown that this new technique can be used to seismically retrofit rectangular reinforced concrete columns.Reinforced concrete beams with fibre reinforced plastic bars
Fibre reinforced polymer reinforcing bars can be used in reinforced concrete structures situated in corrosive environments as FRP is a durable and chemically resistant material. However FRP is also a brittle material because it has linear elastic characteristics prior to fracturing without a yield plateau. Hence reinforced concrete beams with tension FRP bars are brittle structures so that moment redistribution cannot occur. However research has shown that the ductility of these beams can be developed by placing FRP bars in the compression regions.Composite profiled slabs and beams
Profiled sheets or steel decking can be used to manufacture both composite profiled beams and composite profiled slabs. Design procedures have been developed to determine both the shear and flexural strengths of these structures from composite partial interaction theory which can be used in design but which can also be used to reducing the amount of testing required in the development of new profiled sections.Composite steel and concrete beams
The strength of shear connectors in composite steel and concrete beams depends on the proximity of the connectors to the sides of the slabs as well as to the vicinity of the ribs in composite slabs. Stud shear connectors can also fracture prematurely in composite beams due to excessive slip. Design and testing procedures have been developed for determining the strength and slip capacities of stud shear connectors in various configurations as well as in determining whether connectors will fracture prematurely in composite steel and concrete beams.Fatigue assessment of composite bridge beams
Research has shown that shear connectors in composite steel and concrete beams deteriorate as soon as they are subjected to cyclic loads. Refined procedures have been developed for assessing the remaining strength and endurance of stud shear connectors in composite steel and concrete beams that allow not only for the deterioration in the shear connector but also in the beneficial reduction in the shear flow due to interface friction. These procedures can be used to design new structures for both fatigue strength and endurance, for assessing the remaining fatigue strength and remaining fatigue endurance of composite steel and concrete beams, and for assessing the effect of remedial action.________________________
Large research grants
- Oehlers, D.J. & Bradford, M. 1993-1994, ARC Large. "Composite profiled beam construction: manufacture of reinforced concrete beams using profiled sheets as permanent and integral self supporting shuttering." $113,019
- Oehlers, D.J., Gilbert I and Bradford M. ARC Large, 1995-97. "Upgrading and repairing existing reinforced concrete beams and slabs using externally bonded steel and glass fibre reinforced plastic plates.." $205,301
- Oehlers, D.J. Warner, Griffith, M.C. and Kaggwa, GWS, University Research Scheme, Infrastructure, 1997, "Static and dynamic structural testing facility upgrade. $25,000.
- Bradford, M.A., Uy, B., and Oehlers, D.J. Large ARC, 1998-2000, "Behaviour of continuous composite beams in composite frames" $127,500
- Bradford, M.A., Uy, B., Oehlers, D.J. and Wright, H.D. IREX 2000 -2002. "Australian-British Collaboration for Research of Composite Steel-Concrete Structural Members for Innovative Application in Construction." $18,300
- Griffith, M.C., Monti, G., and Oehlers, D.J. IREX 2001-2 ‘Innovative materials and technologies for seismic upgrading of bridge and building structures'. $26,300
- Oehlers, D.J. and Teng, JG. 2002-2004, Discovery "Fibre reinforced polymer retrofitting of RC flexural members." $179,000.
- Wu, YF, and Oehlers, D.J. "Development of sophisticated structural design guidelines for the new building product known as rapidwall. 2003 -2007. $257,000
- Wu, Y.F. and Oehlers, D.J. Retrofitting of Square/Rectangular Reinforced Concrete Columns by Partial Interaction Plating. Hong Kong CERG grant for 2004/2005 HK$920.003. ($150,000)
- Oehlers, D.J., Griffith, M., and Monti, G., "Ductile retrofit of concrete frames subjected to static and earthquake loading." Discovery grant for 2005 - 2007 $268,000.
- Oehlers, D.J. "Development of innovative fibre reinforced polymer plating techniques to retrofit existing reinforced concrete structures" 2006 - 2008, $310,000.
- Wu, C. and Oehlers, D.J. "Blast resistance of flexural ultra-high performance concrete members". ARC Linkage for 2008 - 2011, $221,262. LP0883451.
- Oehlers, D.J., Griffith, M.C. and Mohamed Ali M.S. ARC Discovery 2009-2011. "A unified reinforced concrete model for flexure and shear". DP0985828. $400,000
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Typical research consultancies
Steel plated corbels. Strengthening of reinforced concrete railway bridge corbels between Port Augusta and Alice Springs in South Australia by adhesive bonding steel plates to the tension faces of the corbels. The plates were also bent over the edges and bolted for further anchorage. Prototype testing showed that both systems, that is adhesive bonding and bolting, could work independently but it was decided to adhesive bond and bolt so that the bolts could take over if chemical deterioration of the adhesive bond occurred.
Steel plated reinforced concrete beams. Reinforced concrete vehicular bridge beams were strengthened at Port Wakefield in South Australia by adhesive bonding and bolting steel plates. Design rules developed at Adelaide University showed that adhesively bonded tension face plates were unlikely to debond at working loads but that there was a possibility that they would debond before the ultimate load was achieved. Hence the plates were both adhesively bonded and bolted to provide a full interaction bond at working loads and to allow the bolts to take over in the unlikely event that the ultimate load is applied. U-sections were chosen so that the bolts could be placed clear of the tension reinforcing bars.
Trapezoidal profiled steel decking. Prototype testing of a new and efficient composite profiled slab with trapezoidal steel decking and its resistance to the concentrated loads imposed by stud shear connectors when the profiled decking is part of a composite steel and concrete beam. New procedures were developed: for measuring the bond strength between the profiled sheet and the concrete directly; for measuring the beneficial effect of friction on the bond strength; for determining the vertical shear capacity of the profiled sheets; and for enhancing the strength of the stud shear connection in composite L-beams.
Fibre reinforced polymer strengthening of bridge slabs. Strengthening of a reinforced concrete vehicular bridge over Carrickalinga creek in South Australia by adhesive bonding carbon FRP plates to their tension faces. Design rules developed at the University of Adelaide were used to ensure that premature debonding did not occur through the formation of critical diagonal cracks, through the formation of intermediate cracks, and did not emanate from the plate ends due to stress concentrations induced by the termination of the plate.
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Publications
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Books
2008
- Oehlers, Deric John; Seracino, Rudolf; Smith, Scott T.
Design handbook for RC structures retrofitted with FRP and metal plates: beams and slabs
2004
- Oehlers, Deric John; Seracino, Rudolf
Design of FRP and steel plated RC structures - retrofitting beams and slabs for strength, stiffness and ductility
1999
- Bradford, M. A.; Oehlers, Deric John
Elementary Behaviour of Composite Steel and Concrete Structural Members
1995
- Bradford, M. A.; Oehlers, Deric John
Composite Steel and Concrete Structural Members: Fundamental Behaviour
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Journal article
2011
- Haskett, Matthew Henry Thomas; Oehlers, Deric John; Mohamed Sadakkathulla, Mohamed Ali Sahib; Sharma, S. K.
Evaluating the shear-friction resistance across sliding planes in concrete Engineering Structures, 2011; 33(4):1357-1364 - Muhamad, Rahimah; Mohamed Sadakkathulla, Mohamed Ali Sahib; Oehlers, Deric John; Sheikh, Abdul Hamid
Load-slip relationship of tension reinforcement in reinforced concrete members Engineering Structures, 2011; 33(4):1098-1106 - Oehlers,
Deric John; Haskett, Matthew Henry Thomas; Mohamed Sadakkathulla,
Mohamed Ali Sahib; Lucas, Wade Doyle; Muhamad, Rahimah
Our obsession with curvature in RC beam modelling Advances in Structural Engineering, 2011; 14(3):391-404 - Oehlers,
Deric John; Mohamed Sadakkathulla, Mohamed Ali Sahib; Haskett, Matthew
Henry Thomas; Lucas, Wade; Muhamad, Rahimah; Visintin, Phillip
FRP-reinforced concrete beams: Unified approach based on IC theory Journal of Composites for Construction, 2011; 15(3):293-303
2010
- Ali, M. S. M.; Akbar, Ibrisam; Oehlers, Deric John
Derivation of the bond-slip characteristics for FRP plated steel members Journal of Constructional Steel Research, 2010; 66(8-9):1047-1056 - Ali, M. S. M.; Haskett, Matthew Henry Thomas; Oehlers, Deric John
Design for moment redistribution in RC beams retrofitted with steel plates Advances in Structural Engineering, 2010; 13(2):379-391 - Ali, M. S. M.; Oehlers, Deric John; Griffith, Michael Craig
The residual strength of confined concrete Advances in Structural Engineering, 2010; 13(4):603-618 - Haskett, Matthew Henry Thomas; Oehlers, Deric John; Mat Ali, Mohamed Sukri; Wu, Chengqing
Analysis of moment redistribution in fiber-reinforced polymer plated RC beams Journal of Composites for Construction, 2010; 14(4):424-433 - Haskett, Matthew Henry Thomas; Oehlers, Deric John; Mohamed Sadakkathulla, Mohamed Ali Sahib; Sharma, S. K.
The shear friction aggregate interlock resistance across sliding planes in concrete Magazine of Concrete Research, 2010; 62(12):907-924 - Oehlers, Deric John
The hunt for the elusive concept Advances in Structural Engineering, 2010; 13(5):755-772 - Oehlers, Deric John; Haskett, Matthew Henry Thomas; Mat Ali, Mohamed Sukri; Griffith, Michael Craig
Moment redistribution in reinforced concrete beams Proceedings of the Institution of Civil Engineers - Structures and Buildings, 2010; 163(3):165-176 - Wu, Chengqing; Fattori, Gianni; Whittaker, Andrew S.; Oehlers, Deric John
Investigation of air-blast effects from spherical-and cylindrical-shaped charges International Journal of Protective Structures, 2010; 1(3):345-362
2009
- Haskett, Matthew Henry; Oehlers, Deric John; Mohamed Sadakkathulla, Mohamed Ali Sahib; Wu, Chengqing
Rigid body moment-rotation mechanism for reinforced concrete beam hinges Engineering Structures, 2009; 31(5):1032-1041 - Haskett, Matthew Henry; Oehlers, Deric John; Mohamed Sadakkathulla, Mohamed Ali Sahib; Wu, Chengqing
Yield Penetration Hinge Rotation in Reinforced Concrete Beams Journal of Structural Engineering-ASCE, 2009; 135(2):130-138 - Haskett, Matthew Henry; Oehlers, Deric John; Wu, Chengqing; Ali, M. S. M.
Influence of bond on the hinge rotation of FRP plated beams Advances in Structural Engineering, 2009; 12(6):833-843 - Jones, J.; Wu, Chengqing; Oehlers, Deric John; Whittaker, Andrew S.; Sun, W. J.; Marks, Stuart John; Coppola, R.
Finite difference analysis of simply supported RC slabs for blast loadings Engineering Structures, 2009; 31(12):2825-2832 - Oehlers, Deric John; Griffith, Michael Craig; Mohamed Sadakkathulla, Mohamed Ali Sahib
Ductility components and limits of FRP-plated RC structures Construction and Building Materials, 2009; 23(4):1538-1543 - Wu, Chengqing; Oehlers, Deric John; Day, Ian John
Layered Blast Capacity Analysis of FRP Retrofitted RC Member Advances in Structural Engineering, 2009; 12(3):435-449 - Wu, Chengqing; Oehlers, Deric John; Rebentrost, Mark; Leach, J.
Energy-controlled design of reinforced ultra-high performance fiber concrete slabs against airblast loads Key Engineering Materials, 2009; 400-402:107-112 - Wu, Chengqing; Oehlers, Deric John; Rebentrost, M.; Leach, J.; Whittaker, Andrew S.
Blast testing of ultra-high performance fibre and FRP-retrofitted concrete slabs Engineering Structures, 2009; 31(9):2060-2069 - Wu, Chengqing; Ratni, Nurwidayati; Oehlers, Deric John
Fragmentation from spallation of RC slabs due to airblast loads International Journal of Impact Engineering, 2009; 36(12):1371-1376 - Wu, Chengqing; Wu, C.; Chen, William; Oehlers, Deric John
Analysis of retrofitted RC beam with fixed end supports against blast loads Key Engineering Materials, 2009; 400-402:795-800
2008
- Ali, M. S. M.; Oehlers, Deric John; Griffith, Michael Craig
Simulation of plastic hinges in FRP-plated RC beams Journal of Composites for Construction, 2008; 12 (6):617-625 - Daniell, James Edward; Oehlers, Deric John; Griffith, Michael Craig; Ozbakkaloglu, Togay; Ali, M. S. M.
The softening rotation of reinforced concrete members Engineering Structures, 2008; 30(11):3159-3166 - Haskett, Matthew Henry; Oehlers, Deric John; Mohamed Sadakkathulla, Mohamed Ali Sahib
Local and global bond characteristics of steel reinforcing bars Engineering Structures, 2008; 30(2):376-383 - Mohamed Sadakkathulla, Mohamed Ali Sahib; Oehlers, Deric John; Griffith, Michael Craig
Shear transfer across cracks in FRP strengthened RC members Journal of Composites for Construction, 2008; 12 (4):416-424 - Mohamed Sadakkathulla, Mohamed Ali Sahib; Oehlers, Deric John; Griffith, Michael Craig; Seracino, Rudolf
Interfacial stress transfer of near surface-mounted FRP-to-concrete joints Engineering Structures, 2008; 30 (7):1861-1868 - Oehlers, Deric John; Griffith, Michael Craig; Ali, M. S. M.
Concrete component of the rotational ductility of reinforced concrete flexural members Advances in Structural Engineering, 2008; 11(3):281-291 - Oehlers, Deric John; Haskett, Matthew Henry; Wu, Chengqing; Seracino, Rudolf
Embedding NSM FRP plates for improved IC debonding resistance Journal of Composites for Construction, 2008; 12 6):635-642 - Oehlers, Deric John; Rashid, R.; Seracino, Rudolf
IC debonding resistance of groups of FRP NSM strips in reinforced concrete beams Construction and Building Materials, 2008; 22 (7):1574-1582 - Ozbakkaloglu, Togay; Oehlers, Deric John
Concrete-filled square and rectangular FRP tubes under axial compression Journal of Composites for Construction, 2008; 12 (4):469-477 - Ozbakkaloglu, Togay; Oehlers, Deric John
Manufacture and testing of a novel FRP tube confinement system Engineering Structures, 2008; 30 (9):2448-2459 - Rashid, R.; Oehlers, Deric John; Seracino, Rudolf
IC debonding of FRP NSM and EB retrofitted concrete: Plate and cover interaction tests Journal of Composites for Construction, 2008; 12 (2):160-167 - Wu, Chengqing; Oehlers, Deric John; Whittaker, Andrew S.
FRP retrofitted RC slabs using finite difference model Tianjin University. Transactions, 2008; 14(5):344-347
2007
- Ali, M. S. M.; Seracino, Rudolf; Jones, Nicola Mary; Page, Mark William; Oehlers, Deric John
Bond strength of near-surface mounted FRP strip-to-concrete joints Journal of Composites for Construction, 2007; 11 (4):401-409 - Oehlers, Deric John
Teaching the fundamental principles in reinforced concrete Australian Journal of Structural Engineering, 2007; 7 (3):157-166 - Oehlers, Deric John; Seracino, Rudolf; Liu, Irene S. T.
A generic design approach for EB and NSM longitudinally plated RC beams Construction and Building Materials, 2007; 21 (4):697-708 - Oehlers, Deric John; Seracino, Rudolf; Liu, Irene S. T.
Study of intermediate crack debonding in adhesively plated beams Journal of Composites for Construction, 2007; 11 (2):175-183 - Raizal Saifulnaz, M. R.; Seracino, Rudolf; Oehlers, Deric John
Generic debonding resistance of EB and NSM plate-to-concrete joints Journal of Composites for Construction, 2007; 11(1):62-70 - Wu, Chengqing; Oehlers, Deric John; Wach, J.; Glynn, Craig Robert; Spencer, A.; Merrigan, Matthew James; Day, Ian John
Blast testing of RC slabs retrofitted with NSM CFRP plates Advances in Structural Engineering, 2007; 10 (4):397-414
2006
- Mohamed Sadakkathulla, Mohamed Ali Sahib; Oehlers, Deric John; Seracino, R.
Vertical shear interaction model between external FRP transverse plates and internal steel stirrups Engineering Structures, 2006; 28 (3):381-389 - Oehlers, Deric John
Ductility of FRP plated flexural members Cement and Concrete Composites, 2006; 28 (10):898-905 - Oehlers, Deric John
FRP plates adhesively bonded to reinforced concrete beams: Generic debonding mechanisms Advances in Structural Engineering, 2006; 9 (6):737-750 - Oehlers, Deric John
Sequential assessment of engineering design projects at university level European Journal of Engineering Education, 2006; 31 (4):487-495 - Oehlers, Deric John; Campbell, L.; Haskett, M.; Antram, P.; Byrne, R.
Moment redistribution in RC beams retrofitted by longitudinal plating Advances in Structural Engineering, 2006; 9 (2):257-264 - Oehlers, Deric John; Seracino, R.; Ju, G.; Liu, Irene S. T.
Moment redistribution parametric study of CFRP, GFRP and steel surface plated RC beams and slabs Construction and Building Materials, 2006; 20 (1-2):59-70 - Oehlers, Deric John; Seracino, Rudolf; Liu, Irene S. T.
Moment redistribution in FRP and steel-plated reinforced concrete beams Journal of Composites for Construction, 2006; 10 (2):115-124 - Oehlers, Deric John; Seracino, Rudolf; Liu, Irene S. T.
Tests on the ductility of reinforced concrete beams retrofitted with FRP and steel near-surface mounted plates Journal of Composites for Construction, 2006; 10 (2):106-114 - Oehlers, Deric John; Walker, David John
Assessment of deep learning ability for problem solvers International Journal of Engineering Education, 2006; 22 (6):1261-1268 - Wu, Y. F.; Liu, T.; Oehlers, Deric John
Fundamental principles that govern retrofitting of reinforced concrete columns by steel and FRP jacketing Advances in Structural Engineering, 2006; 9 (4):507-533 - Xia, S. H.; Oehlers, Deric John
Debonding mechanisms in FRP plated unreinforced masonry under out-of-plane loading Advances in Structural Engineering, 2006; 9 (5):619-637
2005
- Griffith, Michael Craig; Wu, Y.; Oehlers, Deric John
Behaviour of steel plated RC columns subject to lateral loading Advances in Structural Engineering, 2005; 8 (4):333-348 - Mohamed Sadakkathulla, Mohamed Ali Sahib; Oehlers, Deric John; Bradford, M. A.
Debonding of steel plates adhesively bonded to the compression faces of RC beams Construction and Building Materials, 2005; 19 (6):413-422 - Oehlers, Deric John; Seracino, Rudolf; Liu, Irene S. T.
Shear deformation debonding of adhesively bonded plates Structures and Buildings, 2005; 158 (1):77-84 - Oehlers, Deric John; Seracino, Rudolf; Liu, Irene S. T.
The gradual formation of hinges throughout reinforced concrete beams Mechanics Based Design of Structures and Machines: an international journal, 2005; 33 (3-4):373-398 - Seracino, Rudolf; Kerby-Eaton, S. E.; Oehlers, Deric John
Interface friction in the service load assessment of slab-on-girder bridge beams Steel & Composite Structures, 2005; 5 (4):259-269
2004
- Oehlers, Deric John; Ju, G.; Seracino, R.; Liu, Irene S. T.
Moment redistribution in continuous plated RC flexural members. Part 1: neutral axis depth approach and tests Engineering Structures, 2004; 26 (14):2197-2207 - Oehlers, Deric John; Ju, G.; Seracino, R.; Liu, Irene S. T.
Moment redistribution in continuous plated RC flexural members. Part 2: Flexural rigidity approach Engineering Structures, 2004; 26 (14):2209-2218 - Oehlers, Deric John; Seracino, Rudolf; Mohamed Sadakkathulla, Mohamed Ali Sahib; Liu, Irene S. T.
Prestress model for shear deformation debonding of FRP- and steel-plated RC beams Magazine of Concrete Research, 2004; 56 (8):475-486 - Wu, Y.; Griffith, Michael Craig; Oehlers, Deric John
Numerical simulation of steel plated RC columns Computers and Structures, 2004; 82 (4-5):359-371 - Wu, Y.; Oehlers, Deric John; Griffith, Michael Craig
Rational definition of the flexural deformation capacity of RC column sections Engineering Structures, 2004; 26 (5):641-650
2003
- Oehlers, Deric John; Park, S-M. M.; Mohamed Sadakkathulla, Mohamed Ali Sahib
A structural engineering approach to adhesive bonding longitudinal plates to RC beams and slabs Composites Part A - Applied Science and Manufacturing, 2003; 34 (9):887-897 - Seracino, R.; Oehlers, Deric John; Yeo, M. F.
Behaviour of stud shear connectors subjected to bi-directional cyclic loading Advances in Structural Engineering, 2003; 6 (1):65-75 - Smith, S. T.; Bradford, M. A.; Oehlers, Deric John
Inelastic buckling of rectangular steel plates using a Rayleigh-Ritz method International Journal of Structural Stability and Dynamics, 2003; 3 (4):503-521 - Wu, Y.; Griffith, Michael Craig; Oehlers, Deric John
Improving the strength and ductility of rectangular reinforced concrete columns through composite partial interaction: Tests Journal of Structural Engineering, 2003; 129 (9):1183-1190
2002
- Mohamed Sadakkathulla, Mohamed Ali Sahib; Oehlers, Deric John; Bradford, M. A.
Interaction between flexure and shear on the debonding of RC beams retrofitted with compression face plates Advances in Structural Engineering, 2002; 5 (4):223-230 - Oehlers, Deric John; Seracino, Rudolf
A tiered approach to the fatigue assessment of composite steel and concrete bridge beams Structures and Buildings, 2002; 152 (3):249-257 - Seracino, Rudolf; Oehlers, Deric John; Yeo, M. F.
Partial-interaction fatigue assessment of stud shear connectors in composite bridge beams Structural Engineering and Mechanics, 2002; 13 (4):455-464 - Wu, Y.; Oehlers, Deric John; Griffith, Michael Craig
Partial-interaction analysis of composite beam/column members Mechanics of Structures and Machines, 2002; 30 (3):309-332
2001
- Ali, M. S. M.; Oehlers, Deric John
Strengthening of reinforced concrete bridges by external plates Journal of the Indian Roads Congress, 2001; 62 (2):235-258 - Burnet, M. J.; Oehlers, Deric John
Fracture of mechanical shear connectors in composite beams Mechanics of Structures and Machines, 2001; 29 (1):1-41 - Burnet, M. J.; Oehlers, Deric John
Rib shear connectors in composite profiled slabs Journal of Constructional Steel Research, 2001; 57 (12):1267-1287 - Mohamed Sadakkathulla, Mohamed Ali Sahib; Oehlers, Deric John; Bradford, M. A.
Shear peeling of steel plates bonded to tension faces of RC beams Journal of Structural Engineering, 2001; 127 (12):1453-1459 - Mohamed Sadakkathulla, Mohamed Ali Sahib; Oehlers, Deric John; Park, Sung-Moo
Comparison between FRP and steel plating of reinforced concrete beams Composites Part A - Applied Science and Manufacturing, 2001; 32 (9):1319-1328 - Nguyen, N. T.; Oehlers, Deric John; Bradford, M. A.
An analytical model for reinforced concrete beams with bolted side plates accounting for longitudinal and transverse partial interaction International Journal of Solids and Structures, 2001; 38 (38-39):6985-6996 - Oehlers, Deric John
Development of design rules for retrofitting by adhesive bonding or bolting either FRP or steel plates to RC beams or slabs in bridges and buildings Composites Part A - Applied Science and Manufacturing, 2001; 32 (9):1345-1355 - Oehlers, Deric John
Some new concepts in the assessment of composite steel and concrete vehicular bridge beams International Journal of Steel Structures, 2001; 1 (2):133-139 - Oehlers, Deric John; Bradford, M. A.; Ali, M. S. M.
Shear peeling of steel plates adhesively bonded to the sides of reinforced concrete beams Proceedings of the Institution of Civil Engineers: Structures and Buildings, 2001; 146 (2):233-234 - Oehlers, Deric John; Bui, H. D.; Russell, N. C.; Smyth, G. J.; Waters, D. R.
Development of ductility design guidelines for RC beams with FRP reinforcing bars Advances in Structural Engineering, 2001; 4 (3):169-180 - Seracino, R.; Oehlers, Deric John; Yeo, M. F.
Partial-interaction flexural stresses in composite steel and concrete bridge beams Engineering Structures, 2001; 23 (9):1186-1193 - Smith, S. T.; Bradford, M. A.; Oehlers, Deric John
Buckling tests on steel plates restrained at discrete points in the retrofit of reinforced concrete beams Structures and Buildings, 2001; 146 (2):115-127
2000
- Ahmed, Marfique; Bradford, M. A.; Oehlers, Deric John
Retrofitting reinforced concrete beams by bolting steel plates to their sides. Part 1: Behaviour and experiments Structural Engineering and Mechanics. 10:211-226 - Ahmed, Marfique; Nguyen, N. T.; Bradford, M. A.; Oehlers, Deric John
Retrofitting reinforced concrete beams by bolting steel plates to their sides. Part 2: Transverse interaction and rigid plastic design Structural Engineering and Mechanics. 10:227-243 - Bradford, M. A.; Smith, S. T.; Oehlers, Deric John
Semi-compact steel plates with unilateral restraint subjected to bending, compression and shear Journal of Constructional Steel Research. 56:47-67 - Nguyen, N. T.; Bradford, M. A.; Oehlers, Deric John
Retrofitting by adhesive bonding steel plates to the sides of R.C. beams. Part 1: Debonding of plates due to flexure Structural Engineering and Mechanics. 9:491-504 - Nguyen, N. T.; Bradford, M. A.; Oehlers, Deric John
Retrofitting by adhesive bonding steel plates to the sides of R.C. beams. Part 2: Debonding of plates due to shear and design rules Structural Engineering and Mechanics. 9:505-518 - Oehlers, Deric John; Seracino, Rudolf; Yeo, Michael Frank
Fatigue behaviour of composite steel and concrete beams with stud shear connections Progress in Structural Engineering and Materials. 2000 2(2):187-195 - Seracino, R.; Yeo, M. F.; Oehlers, Deric John
Effect of friction on shear connection in composite bridge beams JOURNAL OF BRIDGE ENGINEERING. 5:91-98 - Smith, S. T.; Bradford, M. A.; Oehlers, Deric John
Unilateral buckling of elastically restrained rectangular mild steel plates Computational Mechanics. 26:317-324
1999
- Oehlers, Deric John; Smith, S. T.; Bradford, M. A.
Numerical Convergence of Simple and Orthogonal polynomials for the Unilateral Plate Buckling Problem using the Rayleigh-Ritz Method International Journal for Numerical Methods in Engineering. 44:1685-1707 - Seracino, R.; Oehlers, Deric John
Discussion: Fatigue of Welded Stud Shear Connectors in Steel-Concrete-Steel Sandwich Beams Journal of Constructional Steel Research. 49:315-316 - Smith, S. T.; Bradford, M. A.; Oehlers, Deric John
Elastic Buckling of Unilaterally Constrained Rectangular Plates in Pure Shear Journal of Engineering Structures. 21:443-453 - Smith, S. T.; Bradford, M. A.; Oehlers, Deric John
Local Buckling of Side-Plated Reinforced Concrete Beams. Part 1 : Theoretical Study Journal of Structural Engineering. 125(6):622-634 - Smith, S. T.; Bradford, M. A.; Oehlers, Deric John
Local Buckling of Side-plated Reinforced Oncrete Beams. Part 2 :Experimental Study Journal of Structural Engineering. 125(6):635-642 - Smith, S. T.; Bradford, M. A.; Seracino, R.; Oehlers, Deric John
Full-Scale Experiments on Reinforced Concrete Beams with Bolted Side-Plates Australian Journal of Structural Engineering. SE2(1):51-59
1998
- Mahomed, Ali; Oehlers, Deric John
Debonding of Steel Plates Glues to R.C. Flexural Members Progress in Structural Engineering and Materials. 1(2):185-192 - Mohamed Ali, M. S.; Luo, Weimin; Oehlers, Deric John
Upgrading Continuous Reinforced Concrete Beams by Gluing Steel Plates to their Tension Faces Journal of Structural Engineering. 124(3):224-232 - Nguyen, N. T.; Bradford, M. A.; Oehlers, Deric John
A Rational Model for the Degree of Interaction in Composite Beams with Flexible Shear Connectors Mechanics of Structures and Machines. 26:175-194 - Nguyen, N. T.; Bradford, M. A.; Oehlers, Deric John
Models for the Flexural Peeling of Angle Plates Glued to R-C Beams Journal of Advances in Structural Engineering. 1(4):287-300 - Seracino, R.; Oehlers, Deric John
Discussion to "Fatigue of Welded Stud Shear Connecors in Steel-Concrete-Steel Sandwich Beams" Journal of Constructional Steel Research. 45(3)
1997
- Nguyen, N. T.; Ahmed, Marfique; Bradford, M. A.; Oehlers, Deric John
Partial interaction in composite steel and concrete beams with full shear connection Journal of Constructional Steel Research. 41(231):235-248 - Nguyen, N. T.; Ahmed, Marfique; Bradford, M. A.; Oehlers, Deric John
Transverse and longitudinal partial interaction in composite bolted side-plated reinforced-concrete beams Structural Engineering Mechanics. 5(5):553-563 - Oehlers, Deric John
Discusion on "Prediction of peeling failure of reinforced concrete beams with externally bonded plates" Proceedings of the Institution of Civil Engineers: Structures and Buildings. 122:493-496 - Oehlers, Deric John
Longitudinal splitting in the anchorage zones of post-tensioned members Magazine of Concrete Research. 49(180):173-183
1996
- Ghosh, Abir; Wahab, Muhammad Abdul; Oehlers, Deric John
Linear fracture envelopes for fatigue assessment of welds in bridges Structural Engineering and Mechanics: an International Journal. 4(4):347-364 - Johnson, R. P.; Oehlers, Deric John
Integrated Static and Fatigue Design or Assessment of Stud Shear Connections in Composite Bridges. Structural Engineer.. 74(14):236-240 - Oehlers, Deric John
Correspondence on the article: Structural Behaviour of Externally Bonded, Steel Plated RC Beams After Long-Term Exposure by Professor R N Swamy/Professor B Hobbs/Mr M Roberts. Structural Engineer.. 74(18):308
1995
- Ghosh, Abir; Wahab, Muhammad Abdul; Oehlers, Deric John
Residual strength approach to fatigue design and analysis Journal of Structural Engineering. 121(9):1271-1279 - Oehlers, Deric John
Design and assessment of shear connections in composite bridge beams Journal of Structural Engineering. 121(2):214-224 - Oehlers, Deric John
Rules for bonding steel plates to existing reinforced concrete slabs Australian Civil Engineering Transactions. CE37(1):15-20 - Sved, G.; Oehlers, Deric John
Flexural strength of composite beams with limited slip capacity shear connectors Journal of Structural Engineering. 121(6):932-938
________________________
Journal International Editorial Board
International Journal of Steel Structures. 2000-2003
Advances in Structural Engineering. 2002 onwards.
Steel and Composite Structures. 2003 onwards
Advanced Steel Construction. 2005 onwards
Journal of Constructional Steel Research. 2005 onwards________________________
Journal Reviewer
Structural Journal of the American Society of Civil Engineers, USA.
Journal of Composites for Construction, American Society of Civil Engineers, USA.
Civil Engineering Transactions, The Institute of Engineers Australia, Australia
Structural Journal, The Institute of Engineers Australia, Australia.
Structural Engineering and Mechanics, An International Journal. Korea
Journal of Constructional Steel Research, An International Journal, U.K..
Advances in Structural Engineering - An International Journal. Hong Kong
Engineering Structures. Hong Kong and USA
Solids and Structures, USA.
International Journal of Steel Structures, Korea
Steel & Composite Structures, An International Journal, Korea
Composites Part A: applied science and manufacturing, UK
Composites Part B. UK
Iranian Journal of Science and Technology, Iran
Construction and Building Materials, UK.
Composites Science and Technology, UK
Canadian Journal of Civil Engineering, Canada
Journal of Zhejiang University SCIENCE, The International Journal, China
Journal of the Indian Institute of Science, India
Journal of Cement and Composites, UK
Journal of Materials and Structures, USA
Structural Journal of the American Concrete Institute, USA.
Proceedings Institute of Civil Engineers - Structures and Buildings, UK.________________________
Conference papers
2010
- Miller, Daniel; Oehlers, Deric John; Wu, Chengqing
Analysis of moment rotation relationships of ultra-high performance concrete slabs Proceedings of the Eleventh International Symposium on Structural Engineering, held in Guangzhou, China 18-20 December 2010: pp. 209-214 - Mohamed Sadakkathulla, Mohamed Ali Sahib; Oehlers, Deric John; Callary, D.; Knight, D.
Prestressed fibre reinforced polymer (FRP) laminates for the strengthening of reinforced concrete structures Proceedings of International Conference on Sustainable Built Environments (ICSBE-2010), 2010: pp. 214-219 - Mousavi, Hossein; Sheikh, Abdul Hamid; Oehlers, Deric John
Investigation of the behaviour of reinforced concrete beams under severe loads with the aim of restoration Proceedings of the International Conference on Theoretical, Applied, Computational and Experimental Mechanics (ICTACEM 2010), 2010: pp.1-15 - Oehlers, Deric John; Haskett, Matthew Henry Thomas; Mohamed Sadakkathulla, Mohamed Ali Sahib; Lucas, Wade; Muhamad, Rahimah
FRP Design using structural mechanics models Advances in Frp Composites in Civil Engineering: Proceedings of the 5th International Conference on Frp Composites in Civil Engineering / L. Ye, P. Feng, and Q. Yue (eds.), 27-29 September, 2010; K08, pp.37-44 - Su, Yu; Wu, Chengqing; Oehlers, Deric John
Meso-scale model for conventional concrete Proceedings of the Eleventh International Symposium on Structural Engineering, held in Guangzhou, China, 18-20 Dec 2010: pp.546-551 - Wu, Chengqing; Lukaszewicz, Marta; Dragos, Jonathon; Ren, Jun; Oehlers, Deric John; Haskett, Matthew Henry Thomas
Confined blast loading in a cuboid box Proceedings of The First International Conference of Protective Structures, held in Manchester UK Sept 29-Oct 2 2010: pp.1-7 - Wu, Chengqing; Oehlers, Deric John
Numerical analysis of foam cladding protected reinforced concrete members against blast loadings Proceedings of The First International Conference of Protective Structures, 2010
2009
- Fattori, Gianni; Wu, Chengqing; Whittaker, Andrew S.; Noack, Benjamin Mark; Oehlers, Deric John
An experimental investigation of air-blast effects from spherical-an cylindrical-shaped charges International Journal of Protective Structures, 2009: pp.1-8 - Haskett, Matthew Henry Thomas; Oehlers, Deric John; Mohamed Sadakkathulla, Mohamed Ali Sahib
Ductility design of FRP reinforced concrete beams Proceedings the 9th International Symposium on Fiber Reinforced Polymer Peinforcement for Concrete Structures (FRPRCS-9) / D. J. Oehlers, M.C. Griffith and R. Seracino (eds.): pp.1-4 - Huang, Liang; Wu, Chengqing; Oehlers, Deric John; Rebentrost, M.
Experimental investigation of moment rotation curves of ultra-high performance concrete slabs Proceedings the 9th International Symposium on Fiber Reinforced Polymer Peinforcement for Concrete Structures (FRPRCS-9) / D. J. Oehlers, M.C. Griffith and R. Seracino (eds.) - Lucas, Wade Doyle; Oehlers, Deric John; Mohamed Sadakkathulla, Mohamed Ali Sahib; Griffith, Michael Craig
Design of FRP reinforced concrete beams against shear failure Proceedings the 9th International Symposium on Fiber Reinforced Polymer Peinforcement for Concrete Structures (FRPRCS-9) / D. J. Oehlers, M.C. Griffith and R. Seracino (eds.): pp.1-4 - Lucas, Wade; Oehlers, Deric John
A structural mechanics shear capacity model for FRP plated RC members Proceedings of the Asia-Pacific Conference on FRP in Structures (APFIS 2009), held in Seoul, Korea 8-11 December 2009. - Oehlers, Deric John
A unified generic RC model for FRP plating: Intermediate crack theory Proceedings of the Asia-Pacific Conference on FRP in Structures (APFIS 2009), held in Seoul, Korea 8-11 December 2009. - Wu, Chengqing; Huang, Lin; Oehlers, Deric John; Kuanetsov, V. A.
Experimental study of reinforced concrete slabs protected with aluminum foam under blast loading Proceedings of the 8th International Conference on Shock & Impact Loads on Structures, 2009.
2008
- Oehlers, Deric John; Haskett, Matthew Henry; Mohamed Sadakkathulla, Mohamed Ali Sahib; Griffith, Michael Craig
Ductility design of FRP retrofitted RC structures Proceedings of the 5th International Conference on Advanced Composite Materials in Bridges and Structures, 22-24 September 2008: pp.1-8 - Oehlers, Deric John; Mohamed Sadakkathulla, Mohamed Ali Sahib; Haskett, Matthew Henry; Griffith, Michael Craig
A partial-interaction ductility model for FRP plated RC flexural members Proceedings of the Fourth International Conference on FRP Composites in Civil Engineering, 22-24 July, 2008: pp.1-6 - Ozbakkaloglu, Togay; Lim, Jian Chin; Oehlers, Deric John
Confinement effectiveness of rectangular concrete-filled FRP tubes Proceedings of the Fourth International Conference on FRP Composites in Civil Engineering, 22-24 July, 2008: pp.1-6 - Wu, Chengqing; Oehlers, Deric John
Derivation of resistance deflection relationship of RC members using softening model Tenth International Symposium on Structural Engineering for Young Experts (ISSEYE-10), Changsha, China, 19-21 Oct 2008
2007
- Haskett, Matthew Henry; Oehlers, Deric John; Wu, Chengqing
Comparison of the interfacial bond and slip behaviour of steel and FRP reinforcement - Haskett, Matthew Henry; Oehlers, Deric John; Wu, Chengqing
Improved IC debonding resistance of embedded NSM FRP plates - Oehlers, Deric John; Mohamed Sadakkathulla, Md Ali S.; Griffith, Michael Craig
Ductility of FRP plated RC flexural members Fiber-reinforced polymer reinforcement for concrete structures: FRPRCS-8 / International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete, 2007;. pp.1-11 - Oehlers, Deric John; Mohamed, Sadakkathulla, Md Ali S.; Griffith, Michael Craig; Ozbakkaloglu, Togay
Fundamental issues that govern the rotation of FRP retrofitted RC columns and beams: The intractable plastic hinge ductility problem - Ozbakkaloglu, Togay; Lim, Jian Chin; Oehlers, Deric John
Concrete-filled square FRP tubes under axial compression - Ozbakkaloglu, Togay; Oehlers, Deric John
Behavior of Axially Loaded Concrete Filled Rectangular FRP Tubes Fiber-reinforced polymer reinforcement for concrete structures: FRPRCS-8 / International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete ; Thanasis C. Triantafillou (ed.): CD-ROM, [10] p. - Paul, A.; Oehlers, Deric John
FRP "stitching" of segmental post-tensioned concrete box girder bridge joints Fiber-reinforced polymer reinforcement for concrete structures: FRPRCS-8 / International Symposium on Fiber-Reinforced Polymer Reinforcement for Concrete, 2007 - Walker, David John; Oehlers, Deric John; Maier, Holger R.
A survey of student attitudes to a sequential assessment method in engineering Proceedings of the ERGA Conference: Building Assessment that Works, September 2007 / pp.54-59 - Wu, Chengqing; Oehlers, Deric John
Parametric studies of RC slabs retrofitted with FRP to resist airblast loads Proceedings of the 7th International Conference on Shock & Impact Loads on Structures, 2007 / pp.647-653 - Wu, Chengqing; Oehlers, Deric John; Glynn, Craig Robert
Layered analysis of resistance-deflection function of RC slabs retrofitted with FRP Proceedings of Structural Condition Assessment, Monitoring and Improvment / Wei-Xin Ren, Hong Hao and Xin-Qun Zhu (eds.):pp.1170-1176 - Wu, Chengqing; Oehlers, Deric John; Sun, W -B.; Rebentrost, Mark
Optimized design of a simple supported one-way RC slab against airblast loads Proceedings of the 2007 RNSA Security Technology Conference / P. Mendis, J. Lai, E. Dawson, H. Abbass (eds.): pp.133-144
2006
- Maier, Holger R.; Walker, David John; Oehlers, Deric John
Student attitudes to a novel assessment method in engineering 17th Annual Conference of the Australasian Association for Engineering Education, 10-13 December 20063, Auckland University of Technology [electronic resource] : Creativity, challenge, change : partnerships in engineering education : CD ROM of proceedings: [10] p. - Oehlers, Deric John
Australian generic retrofitting guideline for plating RC beams and slabs Proceedings of the Third International Conference on FRP Composites in Civil Engineering (CICE 2006) / Amir Mirmiran, A. Nanni (eds.): pp.[531-534] - Oehlers, Deric John
Strengthening of concrete structures with FRP and steel plates – Australian guideline Developments in composites : advanced, infrastructural, natural & nano-composites : 11-14 July, 2006 University of New South Wales, Sydney, Australia / Sri Bandyopadhyay,Qinghua Zeng, Christopher C. Bernd, Sami Rizkalla, N. Gowripalan and Janis Matison (eds.):pp.121-130 - Wu, Chengqing; Oehlers, Deric John; Xia, S.
Retrofitting of RC slabs against explosive loads Transactions of Tianjin University, 2006; 12 (Supplement):88-93
2005
- Oehlers, Deric John
A generic design approach for all adhesively-bonded longitudinally-plated RC beams FRP composites in civil engineering -- CICE 2004 : proceedings of the second International Conference on FRP Composites in Civil Engineering - CICE 2004, 8-10 December 2004, Adelaide, Australia / R. Seracino (ed.): pp.439-445 - Oehlers, Deric John
Generic debonding mechanisms in FRP plated beams and slabs Bond behaviour of FRP in structures: Proceedings of the International Symposium on Bond Behaviour of FRP in Structures, 7-9 December 2005, Hong Kong, China / J.F. Chen and J.G. Teng (eds.): pp.35-44 - Oehlers, Deric John; Mohamed Sadakkathulla, Mohamed Ali Sahib; Seracino, Rudolf
Vertical shear capacity partial interaction modelling of transversely plated RC members with steel stirrups Bond Behaviour of FRP in Structures: Proceedings of the International Symposium on Bond Behaviour of FRP in Structures / J.F. Chen and J.G. Teng (eds.): pp.349-354 - Oehlers, Deric John; Seracino, R.; Liu, Irene S. T.
Parametric study of intermediate crack (IC) debonding on adhesively plated beams FRP composites in civil engineering - CICE 2004 : proceedings of the second International Conference on FRP Composites in Civil Engineering - CICE 2004, 8-10 December 2004, Adelaide, Australia / R. Seracino (ed.): pp.515-521 - Oehlers, Deric John; Seracino, Rudolf; Liu, Irene S. T.
FRP plated reinforced concrete hinges: Partial interaction numerical simulation Proceedings of the Third International Conference Composites in Construction: pp.69-76 - Oehlers, Deric John; Seracino, Rudolf; Liu, Irene S. T.
Generic retrofitting approach for longitudinal plating reinforced concrete beams and slabs Proceedings of INCOS 05 : International Conference on Concrete for Structures / S. Lopes, I. Pinto, L. Bernardo, L. Oliveira, & R. Carmo (eds.): pp.219-227 - Oehlers, Deric John; Seracino, Rudolf; Smith, S. T.
Australian guideline for RC structures retrofitted with FRP and metal plates: Beams and slabs Proceedings of the Third International Conference Composites in Construction: pp.187-194 - Seracino, R.; Oehlers, Deric John; Raizal Saifulnaz, M. R.
Towards a generic model of the intermediate crack debonding resistance of plates adhesively bonded to concrete Bond behaviour of FRP in structures: Proceedings of the International Symposium on Bond Behaviour of FRP in Structures, 7-9 December 2005, Hong Kong, China / J.F. Chen and J.G. Teng (eds.): pp.263-268 - Xia, S.; Oehlers, Deric John
Numerical simulation of FRP strengthened unreinforced masonry FRP composites in civil engineering -- CICE 2004 : proceedings of the second International Conference on FRP Composites in Civil Engineering - CICE 2004, 8-10 December 2004, Adelaide, Australia / R. Seracino (ed.): pp.673-679
2004
- Oehlers, Deric John; Seracino, Rudolf; Liu, Irene S. T.
Moment redistribution in adhesively plated RC beams and slabs Advanced polymer composites for structural applications in construction : proceedings of the 2nd international conference, held at the University of Surrey, Guildford, UK on 20-22 April 2004 / L.C. Holloway, M.K. Chryssanthopoulos and S.S.J. Moy (eds.): pp.162-169 - Paul, A.; Oehlers, Deric John; Seracino, R.
Rehabilitation of Willaston Bridge: Utilization of rivet heads as shear connectors Bridges Another Dimension [electronic resource] : proceedings : Fifth Austroads Bridge Conference, 19-24 May 2004, Hobart, Tasmania / Austroads 5th Bridge Conference (ed.)
2003
- Griffith, Michael Craig; Wu, Y.; Oehlers, Deric John
Steel plated seismic retrofit for RC columns in soft-storey frames Earthquake Risk Mitigation: proceedings of the Australian Earthquake Engineering Society Annual Conference, Melbourne, Victoria, 27-28 November 2003 / J. L. Wilson, N. K. Lam, G. Gibson, B. Butler (eds.): paper 9, [7] p.
2002
- Oehlers, Deric John; Seracino, Rudolf
A generic structural engineering approach to retrofitting RC beams in buildings by adhesive bonding longitudinal plates Advances in building technology : proceedings of the International Conference on Advances in Building Technology, 4-6 December, 2002, Hong Kong, China: volume 1 / M. Anson, J. M. Ko, E. S. S. Lam (eds.): pp.819-826 - Seracino, Rudolf; Oehlers, Deric John
Composite action in non-composite beams Advances in steel structures : proceedings of the Third International Conference on Advances in Steel Structures, 9-11 December 2002, Hong Kong, China: volume 1 / S. L. Chan, J. G. Teng, and K. F. Chung (eds.): pp.471-478
2001
- Oehlers, Deric John
Designing FRP and steel plated reinforced concrete beams and slabs for strength, ductility and peeling resistance Technology convergence in composites applications : proceedings of the ACUN-3 International Composites Conference, 5-9 February, 2001, University of New South Wales, Sydney, Australia / Sri Bandyopadhyay, N. Gowripalan, Noel Drayton (eds.): pp.147-155 - Oehlers, Deric John; Mohamed Sadakkathulla, Mohamed Ali Sahib
Critical diagonal crack debonding of adhesively bonded plates: The shear peeling mechanism FRP composites in civil engineering : proceedings of the International Conference on FRP Composites in Civil Engineering, 12-15 December 2001, Hong Kong, China / J. G. Teng (ed.): pp.563-570 - Oehlers, Deric John; Seracino, Rudolf; Kim, K.; Park, S-M. M.
Design rules for steel plating beams and slabs that can be applied to FRP plating FRP composites in civil engineering : proceedings of the International Conference on FRP Composites in Civil Engineering, 12-15 December 2001, Hong Kong, China / J. G. Teng (ed.): pp.197-208 - Wu, Y.; Oehlers, Deric John; Griffith, Michael Craig
Composite plated columns FRP composites in civil engineering : proceedings of the International Conference on FRP Composites in Civil Engineering, 12-15 December 2001, Hong Kong, China / J. G. Teng (ed.): pp.767-744 - Yuan, L. P.; Oehlers, Deric John; Seracino, Rudolf
Bolting steel plates to the sides of reinforced concrete beams 2nd International Conference on Mechanics of Structures, Materials and Systems : proceedings, University of Wollongong, Australia, 14-16 February 2001 / M. N. S. Hadi, L. C. Schmidt and A. Basu (eds.): pp.61-66
2000
- Mohamed Sadakkathulla, Mohamed Ali Sahib; Oehlers, Deric John; Park, Sung-Moo
Comparison between FRP and steel plating of reinforced concrete beams Proceedings of the ACUN-2 International Composites Conference, Composites in the Transportation Industry, 2000, February 14-18, 2000, University of New South Wales, Sydney, Australia / Sri Bandyopadhyay, N. Gowripalan, Noel Drayton and Rik Heslehurst (eds.): pp.234-239 - Oehlers, Deric John
Development of design rules for retrofitting by adhesive bonding or bolting either FRP or steel plates to RC beams in bridges and buildings Composites in the transportation industry : proceedings of the ACUN-2 International Composites Conference, 14-18 February, 2000, University of New South Wales, Sydney, Australia / Sri Bandyopadhyay ... [et al.], (eds.): pp.110-119 - Oehlers, Deric John
The choice of plating techniques for retrofitting of reinforced concrete bridge beams and slabs Proceedings of Austroads 4th Bridge Conference, 2000 / G. Sobol, D. Whitford and G.Chaplin (eds.): pp.67-79 - Sanhdars, M. A Davila; Oehlers, Deric John
Ductility design of RC beams with FRP bars Proceedings of the ACUN-2 International Composites Conference Composites in the Transportation Industry, 14-18 February 2000 pp.210-215
________________________
Technical report
2001
- Wu, Y. F.; Griffith, Michael Craig; Oehlers, Deric John
Behaviour of plated RC columns - Wu, Y. F.; Griffith, Michael Craig; Oehlers, Deric John
Numerical simulation of composite plated columns
- Oehlers, Deric John; Seracino, Rudolf; Smith, Scott T.
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Entry last updated: Friday, 20 Jan 2012