By Emeritus Professor Stephen James Foster

Journal articles

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

Foster SJ, 1998, 'Design of non-flexural members for shear', Cement and Concrete Composites, 20, pp. 465 - 475

Foster SJ; Rogowsky DM, 1998, 'Discussion on post-tensioned anchorage zones with single straight concentric anchorages', ACI Structural Journal, pp. 215 - 217

Foster SJ; Gilbert RI, 1998, 'Experimental studies on high strength concrete deep beams', ACI Structural Journal, pp. 382 - 390

Foster SJ; Rogowsky DM, 1997, 'Bursting forces in concrete members resulting from in-plane concentrated loads', Magazine of Concrete Research, pp. 231 - 240

Foster SJ; Attard MM, 1997, 'Experimental tests on eccentrically loaded high strength concrete columns', ACI Structural Journal, 94, pp. 295 - 303, internal-pdf://94-s27-1419535872/94-S27.pdf

Foster SJ; Rogowsky DM, 1997, 'Splitting of concrete panels under concentrated loads', Structural Engineering and Mechanics, pp. 803 - 815

Foster SJ; Gilbert RI, 1997, 'Strut and tie modelling of non-flexural members', Australian Civil Engineering Transactions, pp. 87 - 94

Foster S, 1996, 'Triaxial failure criterion for concrete and its generalization', ACI STRUCTURAL JOURNAL, 93, pp. 236 - 237, https://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:A1996UD39300010&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=891bb5ab6ba270e68a29b250adbe88d1

Attard MM; Nguyen DN; Foster SJ, 1996, 'Finite element analysis of the out-of-plane buckling of reinforced concrete walls', Computers and Structures, pp. 1037 - 1042

Foster SJ; Budiono B; Gilbert RI, 1996, 'Rotation crack finite element model for reinforced concrete structures', Computers and Structures, pp. 43 - 50

Foster SJ; Gilbert RI, 1996, 'The desgin of non-flexiwal members with normal and high strength concretes', ACI Structural Journal, pp. 3 - 10

Foster SJ; Powell RG; Selim HS, 1996, 'The performance of high strength concrete corbels', ACI Structural Journal, pp. 555 - 563

Foster S, 1992, 'An application of the arc length method involving concrete cracking', International Journal for Numerical Methods in Engineering, 33, pp. 269 - 285, http://dx.doi.org/10.1002/nme.1620330204

Foster S, 1990, 'A two-dimensional mesh generator for generation about axes of symmetry, incorporating line element overlays', Computers and Structures, 36, pp. 933 - 962

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