Nonlinear finite element analysis of steel fiber-reinforced concrete members using direct tension force transfer model

Finite Elements in Analysis and Design - Tập 50 - Trang 266-286 - 2012
Deuck Hang Lee1, Jin-Ha Hwang1, Hyunjin Ju1, Kang Su Kim1, Daniel A. Kuchma2
1Department of Architectural Engineering, University of Seoul, 90 Jeonnong-dong, Dongdaemun-gu, Seoul 130-743, Korea
2Department of Civil Engineering, University of Illinois at Urbana Champaign, 2106 Newmark Laboratory, 205 N. Mathews Ave., Urbana, IL 61801, USA

Tài liệu tham khảo

ACI Committee 544, 1988, Design consideration for steel fiber reinforced concrete (ACI 544.4 R-88), ACI Structural Journal, 85, 563 Janis, 2008, New frontiers for steel fiber-reinforced concrete, Concrete International, 30, 45 Romualdi, 1964, Tensile strength of concrete affected by uniformly distributed and closely spaced short lengths of wire reinforcement, ACI Journal Proceedings, 61, 657 Adebar, 1997, Shear tests of fiber concrete beams without stirrups, ACI Structural Journal, 94, 68 Vandewalle, 1999, Influence of Tensile Strength of Steel Fibre on Toughness of High Strength Concrete, 331 Shah, 1971, Fiber reinforced concrete properties, ACI Journal, 68, 126 Batson, 1976, Steel fiber reinforced concrete, Materials Science and Engineering, 25, 53, 10.1016/0025-5416(76)90051-3 J. Susetyo, Fibre Reinforcement for Shrinkage Crack Control in Prestressed, Precast Segmental Bridges, Ph.D. Dissertation, University of Toronto, 2009, 307 pp. Shah, 1998, Shrinkage cracking—can it be prevented?, Concrete International, 20, 51 Ong, 1989, Cracking of Steel Fibre Reinforced Mortar due to Restrained Shrinkage, 179 Romualdi, 1963, The mechanics of crack arrest in concrete, Journal of Engineering Mechanics Division, Proceedings of the ASCE, 89, 147, 10.1061/JMCEA3.0000381 D. Dupont, L. Vandewalle, Calculation of Crack Widths with the s-e Method, in: Test and Design Methods for Steel Fibre Reinforced Concrete: Background and Experiences—Proceedings of the RILEM TC162-TDF Workshop, RILEM Technical Committee 162-TDF, Bochum, Germany, 2003, pp. 119–144. Batson, 1972, Steel fibers as shear reinforcement in beams, ACI Journal Proceedings, 69, 640 Sharma, 1986, Shear strength of steel fiber reinforced concrete beams, ACI Journal, Proceedings, 83, 624 Narayanan, 1987, Use of steel fibers as shear reinforcement, ACI Structural Journal, 84, 216 Tan, 1990, Shear transfer in reinforced fiber concrete, Journal of Materials in Civil Engineering, ASCE, 2, 202, 10.1061/(ASCE)0899-1561(1990)2:4(202) Tan, 1992, Shear behavior of steel fiber reinforced concrete beams, ACI Structural Journal, 89, 3 Ashour, 1992, Shear behavior of high-strength fiber reinforced concrete beams, ACI Structural Journal, 89, 176 Khuntia, 1999, Shear strength of normal and high-strength fiber reinforced concrete beams without stirrups, ACI Structural Journal, 96, 282 Oh, 2008, Estimation of flexural and shear strength for steel fiber reinforced flexural members without shear reinforcements, Journal of the Korea Concrete Institute, 20, 257, 10.4334/JKCI.2008.20.2.257 Lim, 1987, Shear and moment capacity of reinforced steel-fiber-concrete beams, Magazine of Concrete Research, 39, 148, 10.1680/macr.1987.39.140.148 Swamy, 1985, Effectiveness of steel fibers as shear reinforcement, Concrete International: Design and Construction, 7, 35 Swamy, 1993, Influence of steel fibers on the shear resistance of lightweight concrete T-beams, ACI Structural Journal, 90, 103 Kwak, 2002, Shear strength of steel fiber-reinforced concrete beams without stirrups, ACI Structural Journal, 99, 530 Swamy, 1979, Influence of fiber reinforcement on dowel resistance to shear, ACI Journal Proceedings, 76, 327 Soroushian, 1988, Distribution and orientation of fibers in steel fiber reinforced concrete, ACI Material Journal, 87, 433 American Concrete Institute, ACI Manual of Concrete Practice 2008, part 6, ACI 504R-90(97) to ACI ITG-4.3R-0.7, 2008. Veccho, 2000, Disturbed stress field model for reinforced concrete: formulation, Journal of Structural Engineering, ASCE, 126, 1070, 10.1061/(ASCE)0733-9445(2000)126:9(1070) Hsu, 1988, Softened truss model theory for shear and torsion, ACI Structural Journal, 85, 624 Vecchio, 1986, Modified compression field theory for reinforced concrete elements subjected to shear, ACI Journal Proceedings, 83, 219 Vecchio, 1989, Nonlinear finite element analysis of reinforced concrete membranes, ACI Structural Journal, 86, 26 Vecchio, 1990, Reinforced concrete membrane element formulation, Journal of Structural Engineering, ASCE, 116, 730, 10.1061/(ASCE)0733-9445(1990)116:3(730) Paramasivam, 1995, Finite element analysis of partially prestressed steel fiber concrete beams in shear, Advanced Cement Based Materials, 2, 231, 10.1016/1065-7355(95)00020-R Lihua, 2008, Nonlinear finite element analysis of steel fiber reinforced concrete deep beams, Journal of Natural Science, 13, 201 J.Y.L. Voo, S.J. Foster, Variable Engagement Model for Fibre Reinforced Concrete in Tension, UNICIV Report No. R-420 June 2003, The University of New South Wales, Sydney, Australia, 2003, pp. 1–86. Smith, 2004 Logan, 2007 Collins, 1991 Popovics, 1973, A numerical approach to the complete stress–strain curve and concrete, Cement and Concrete Research, 3, 583, 10.1016/0008-8846(73)90096-3 Bathe, 1996 Yang, 1986 A.C. Scordelis, Finite Element Modeling of Reinforced Concrete Structures, in: Proceedings of the Symposium on Analysis of Reinforced Concrete Structures by Finite Element Method, Politecnico di Milano, 1978.