By Emeritus Professor Stephen James Foster

Journal articles

Valipour HR; Foster S, 2013, 'A mechanistic 1D finite element model for nonlinear analysis of FRP-strengthened reinforced concrete beams', Advances in Structural Engineering, 16, pp. 1989 - 2004, http://dx.doi.org/10.1260/1369-4332.16.12.1989

Muttoni A; Ruiz MF; Bentz E; Foster S; Sigrist V, 2013, 'Background to fib Model Code 2010 shear provisions - Part II: Punching shear', Structural Concrete, 14, pp. 204 - 214, http://dx.doi.org/10.1002/suco.201200064

Sigrist V; Bentz E; Ruiz MF; Foster S; Muttoni A, 2013, 'Background to the fib Model Code 2010 shear provisions - Part I: Beams and slabs', Structural Concrete, 14, pp. 195 - 203, http://dx.doi.org/10.1002/suco.201200066

Foster S, 2013, 'Physical understandings and development of mechanical models for the design of concrete structures', Structural Concrete, 14, pp. 193 - 194, http://dx.doi.org/10.1002/suco.201390015

Vali Pour Goudarzi HR; Farhangvesali N; Foster SJ, 2013, 'A generic model for investigation of arching action in reinforced concrete members', Construction and Building Materials, 38, pp. 742 - 750, http://dx.doi.org/10.1016/j.conbuildmat.2012.09.046

Balazs GL; Philippe B; Borosnyoi A; Burdet O; Burns C; Ceroni F; Chiorino MA; Debernardi P; Ecifeldt L; El-Badry M; Fehling E; Foster SJ, 2013, 'Design for SLS according to fib Model Code 2010', Structural concrete : journal of the FIB, 14, pp. 99 - 120, http://dx.doi.org/10.1002/suco.2012200060

Ng TS; Foster SJ, 2013, 'Development of a mix design methodology for high-performance geopolymer mortars', Structural concrete : journal of the FIB, 14, pp. 148 - 156, http://dx.doi.org/10.1002/suco.2012200018

Farhangvesali N; Valipour HR; Samali B; Foster SJ, 2013, 'Development of arching action in longitudinally-restrained reinforced concrete beams', Construction and Building Materials, 47, pp. 7 - 19, http://dx.doi.org/10.1016/j.conbuildmat.2013.04.050

Abas F; Gilbert RI; Foster SJ; Bradford MA, 2013, 'Strength and serviceability of continuous composite slabs with deep trapezoidal steel decking and steel fibre reinforced concrete', Engineering Structures, 49, pp. 866 - 875, http://dx.doi.org/10.1016/j.engstruct.2012.12.043

Ng TS; Amin A; Foster SJ, 2013, 'The behaviour of steel-fibrereinforced geopolymer concrete beams in shear', Magazine of Concrete Research, 65, pp. 308 - 318

Loo KM; Foster SJ; Smith ST, 2012, 'Fatigue Behavior of Carbon Fiber-Reinforced Polymer-Repaired Corroded Reinforced Concrete Beams', ACI Structural Journal, 109, pp. 795 - 804

Loo KM; Foster SJ; Smith ST, 2012, 'FE Modeling of CFRP-Repaired RC Beams Subjected to Fatigue Loading', Journal of Composites for Construction, 16, pp. 572 - 580, http://dx.doi.org/10.1061/(ASCE)CC.1943-5614.0000286

Maya ; Fernández R; Muttoni A; Foster SJ, 2012, 'Punching Shear Strength of Steel Fibre Reinforced Concrete Slabs', Engineering Structures, 40, pp. 83 - 94, http://dx.doi.org/10.1016/j.engstruct.2012.02.009

Valipour HR; Foster SJ, 2011, 'Nonlinear analysis of reinforced concrete frames under extreme loadings', Concrete in Australia, 37, pp. 48 - 56

Valipour HR; Foster SJ, 2010, 'A Reinforced Concrete Frame Element with Shear Effect', Structural Engineering and Mechanics, 36, pp. 57 - 78

Valipour HR; Foster SJ, 2010, 'A Total secant Flexibility-Based Formulation for Frame Elements with Physical and Geometrical Nonlinearities', Finite Elements in Analysis and Design, 46, pp. 288 - 297, http://dx.doi.org/10.1016/j.finel.2009.11.002

Malik A; Foster SJ, 2010, 'Carbon fiber-reinforced polymer confined reactive powder concrete columns-experimental investigation', ACI Structural Journal, 107, pp. 263 - 271

Voo YL; Foster SJ, 2010, 'Characteristics of ultra-high performance ‘ductile’ concrete and its impact on sustainable', Journal of the Institution of Engineers, 3, pp. 168 - 187, http://dx.doi.org/10.1080/19373260.2010.492588

Khomwan N; Foster SJ; Smith S, 2010, 'FE Modeling of FRP-Repaired Planar Concrete Elements Subjected to Monotonic and Cyclic Loading', Journal of Composites for Construction, 14, pp. 720 - 729, http://dx.doi.org/10.1061/(ASCE)CC.1943-5614.0000126

Vali Pour Goudarzi HR; Foster SJ, 2010, 'Finite element modelling of reinforced concrete framed structures including catenary action', Computers and Structures, 88, pp. 529 - 538, http://dx.doi.org/10.1016/j.compstruc.2010.01.002

Valipour HR; Foster SJ, 2010, 'Nonlinear analysis of 3D reinforced concrete frames: effect of section torsion on the global response', Structural Engineering and Mechanics, 36, pp. 421 - 445

Vali Pour Goudarzi HR; Foster SJ, 2010, 'Nonlinear reinforced concrete frame element with torsion', Engineering Structures, 32, pp. 988 - 1002, http://dx.doi.org/10.1016/j.engstruct.2009.12.026

Vali Pour Goudarzi HR; Foster SJ, 2010, 'Nonlinear static and cyclic analysis of concrete-filled steel columns', Journal of Constructional Steel Research, 66, pp. 793 - 802, http://dx.doi.org/10.1016/j.jcsr.2009.12.011

Valipour HR; Foster SJ, 2010, 'Progressive Collapse Analysis of Planar Reinforced Concrete Frames using 1D element with Distributed Non-Linearity', Australian Journal of Structural Engineering, 10, pp. 263 - 275, http://search.informit.com.au/documentSummary;dn=384697306210818;res=IELENG

Voo YL; Poon WK; Foster SJ, 2010, 'Shear Strength of Steel Fiber-Reinforced Ultrahigh-Performance Concrete Beams without Stirrups', Journal of Structural Engineering, 136, pp. 1393 - 1400, http://dx.doi.org/10.1061/(ASCE)ST.1943-541X.0000234

Valipour HR; Huynh LC; Foster SJ, 2009, 'Analysis of RC beams subjected to shock loading using a modified fibre element formulation', Comuters and Concrete: An International Journal, 6, pp. 377 - 390

Foster SJ, 2009, 'Detailing of High Strength Concrete Columns to AS3600-2009', Concrete in Australia, 35, pp. 37 - 46

Valipour HR; Foster SJ, 2009, 'Nonlocal damage formulation for a flexibility-based frame element', Journal of Structural Engineering - ASCE, 135, pp. 1213 - 1221

Foster SJ, 2009, 'The application of steel-fibres as concrete reinforcement in Australia: From material to structure', Materials and Structures, 42, pp. 1209 - 1220

Farvashany FE; Foster SJ; Rangan BV, 2008, 'Strength and deformation of high-strength concrete shearwalls', ACI Structural Journal, 105, pp. 789

Malik A; Foster SJ, 2008, 'Behaviour of reactive powder concrete columns without steel ties', Journal of Advanced Concrete Technology, 6, pp. 377 - 386

Farvashany FE; Foster SJ; Ranganathan V, 2008, 'Strength and Deformation of High-Strength Concrete Shearwalls', ACI Structural Journal, 105, pp. 21 - 29

Foster SJ; Kilpatrick A, 2008, 'The use of low ductility welded wire mesh in the design of suspended reinforced concrete slabs', Australian Journal of Structural Engineering, 8, pp. 237 - 248

Chong KT; Foster SJ; Gilbert RI, 2008, 'Time-dependent modelling of RC structures using the cracked membrane model and solidification theory', Computers and Structures, 86, pp. 1305 - 1317, http://dx.doi.org/10.1016/j.compstruc.2007.08.005

Dabbagh H; Foster SJ, 2006, 'A smeared-fixed crack model for FE analysis of RC membranes incorporating aggregate interlock', Advances in Structural Engineering, 9, pp. 91 - 102

Voo YL; Foster SJ; Gilbert RI, 2006, 'Shear strength of fiber reinforced reactive powder concrete prestressed girders without stirrups', Journal of Advanced Concrete Technology, 4, pp. 123 - 132

Sanchez ES; Barbosa MT, 2004, 'Design of reinforced concrete solids using stress analysis.', ACI STRUCTURAL JOURNAL, 101, pp. 737 - 737, https://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000223561200016&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a29b250adbe88d1

Chong KT; Gilbert RI; Foster SJ, 2004, 'Modelling Time-dependent Cracking in Reinforced Concrete using Bond-slip Interface Elements', Comuters and Concrete: An International Journal, 1, pp. 151 - 168

Foster SJ; Marti P, 2003, 'Cracked membrane model: FE Element Implementation', Journal of Structural Engineering - ASCE, 129, pp. 1151 - 1286

Foster SJ; Marti P; Mojsilovic N, 2003, 'Design of reinforced concrete solids using stress analysis', ACI Structural Journal, 100, pp. 758 - 764

Foster SJ; Malik AR, 2002, 'Evaluation of efficiency factor models used in strut-and-tie modeling of nonflexural members', Journal of Structural Engineering - ASCE, 128, pp. 569 - 577

Ghazi M; Attard MM; Foster SJ, 2002, 'Modelling triaxial compression using the Microplane formulation for low confinement', Computers and Structures, 80, pp. 919 - 934, internal-pdf://modellingtriaxialcompressionusingthemicroplaneformulationforlowconfinement-0714798592/ModellingtriaxialcompressionusingtheMicroplaneformulationforlowconfinement.pdf

Foster SJ, 2001, 'On the behaviour of HSC columns: cover spalling, steel fibres and ductility', ACI Structural Journal, pp. 583 - 589

Foster SJ; Attard MM, 2001, 'Strength and ductility of fiber-reinforced high-strength concrete columns', Journal of Structural Engineering, 127, pp. 28, internal-pdf://foster-1033658880/foster.pdf

Liu J; Foster SJ, 2000, 'A Three Dimensional Finite Element Model for Confined Concrete Structures', Computers and Structures, pp. 441 - 451

Ghazi M; Foster SJ; Attard MM, 2000, 'FE modelling of eccentrically loaded concrete columns using the microplane formulation', Australian Journal of Structural Engineering, pp. 77 - 83

Liu J; Foster SJ; Attard MM, 2000, 'Strength of tied high-strength concrete columns loaded in concentric compression', ACI Structural Journal, 97

Foster SJ; Rogowsky DM, 1998, 'Post-tensioned anchorage zones with single straight concentric anchorages - Discussion', ACI STRUCTURAL JOURNAL, 95, pp. 215 - 217, https://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000072753600013&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a29b250adbe88d1

Liu J; Foster SJ, 1998, 'A finite element model for confined concrete columns', Journal of Structural Engineering - ASCE, 124, pp. 1011 - 1017

Foster SJ; Liu J; Sheikh SA, 1998, 'Cover Spalling in HSC Columns Loaded in concentric compression', Journal of Structural Engineering - ASCE, 124, pp. 1431 - 1437

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