Modeling short-term tension stiffening in reinforced concrete prisms using a continuum-based finite element model

Engineering Structures

Volumn 31, Issue 10, 2009, Pages 2380-2391

  Wu, H Q ^a   Gilbert, R I ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Bond; Primary cracks Finite element method; Reinforced concrete; Tension stiffening

Indexed keywords

BOND; BOND INTERFACE; BOND MODELS; BOND STRESS; BOND-SLIP RELATIONSHIP; CONSTITUTIVE LAW; CRACK SPACING; FINITE ELEMENT MODELS; LOCAL DAMAGE; NON-LINEAR FINITE ELEMENTS; NONLOCAL; PRIMARY CRACKS FINITE ELEMENT METHOD; REINFORCED CONCRETE PRISMS; REINFORCEMENT BAR; SERVICE LOADS; SERVICEABILITY LIMIT STATE; STEEL STRESS; STEEL-CONCRETE INTERFACE; TENSION MEMBERS; TENSION STIFFENING;

BUILDING MATERIALS; CONCRETE BUILDINGS; CRACKS; REINFORCED CONCRETE; REINFORCEMENT; STEEL;

FINITE ELEMENT METHOD;

CONSTITUTIVE EQUATION; CONTINUUM DAMAGE MECHANICS; CRACKING; FINITE ELEMENT METHOD; MODELING; REINFORCED CONCRETE; STEEL STRUCTURE; STIFFNESS; TENSION;

EID: 70349090906     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.05.012     Document Type: Article

References (41)

1. Fields K., and Bischoff P.H. Tension stiffening and cracking of high-strength reinforced concrete tension members. ACI Struct J 101 4 (2004) 447-456
2. Gilbert R.I., Wu H.Q.. Time-dependent stiffness of cracked reinforced concrete elements. In: ASEC 2008 Australian structural engineering conference. Engineers Australia. Paper No.028; 2008
3. Goto Y. Cracks formed in concrete around deformed tension bars. ACI J 68 4 (1971) 244-251
4. Bischoff P.H. Effects of shrinkage on tension stiffening and cracking in reinforced concrete. Can J Civil Eng 28 3 (2001) 363-374
5. Kaklauskas G., Gribniak V., Bacinskas D., and Vainiunas P. Shrinkage influence on tension stiffening in concrete members. Eng Struct 31 6 (2009) 1305-1312
6. Lin C.S., and Scordelis A.C. Nonlinear analysis of RC shells of general form. ASCE J Struct Eng 101 3 (1975) 523-538
7. Prakhya G.K.V., and Morley C.T. Tension-stiffening and moment-curvature relations of reinforced concrete elements. ACI Struct J 87 5 (1990) 597-605
8. Barros M., et al. Tension stiffening model with increasing damage for reinforced concrete. Eng Comput (Swansea, Wales) 18 5-6 (2001) 759-785
9. Soltani M., An X., and Maekawa K. Computational model for post-cracking analysis of RC membrane elements based on local stress-strain characteristics. Eng Struct 25 8 (2003) 993-1007
10. Kwak H.-G., and Kim D.-Y. Material nonlinear analysis of RC shear walls subject to monotonic loads. Eng Struct 26 11 (2004) 1517-1533
11. Ebead U.A., and Marzouk H. Tension-stiffening model for FRP-strengthened RC concrete two-way slabs. Materials and Structures/Materiaux et Constructions 38 276 (2005) 193-200
12. Stramandinoli R.S.B., and La Rovere H.L. An efficient tension stiffening model for non-linear analysis of reinforced concrete. Eng Struct 30 7 (2008) 2069-2080
13. Yankelevsky D.Z., Jabareen M., and Abutbul A.D. One-dimensional analysis of tension stiffening in reinforced concrete with discrete cracks. Eng Struct 30 1 (2008) 206-217
14. Gilbert R.I., and Warner R.F. Tension stiffening in reinforced concrete slabs. ASCE J Struct Eng 104 12 (1978) 1885-1900
15. Kwak H.-G., and Song J.-Y. Cracking analysis of RC members using polynomial strain distribution functions. Eng Struct 24 4 (2004) 455-468
16. Foster SJ, Gilbert RI. Non-linear finite element model for reinforced concrete deep beams and panels. UNICIV Report no.R-275. Kensington: School of Civil Engineering, University of New South Wales; December 1990. p. 113
17. Comite Euro-International du Beton. CEB/FIP model code (design code) (1993), Thomas Telford Ltd
18. Foster S.J., and Marti P. Cracked membrane model: Finite element implementation. ASCE J Struct Eng 129 9 (2003) 1155-1163
19. Petersson PE. Crack growth and development of fracture zone in plain concrete and similar material. Report no.:TVBM-1006. Lund (Sweden): Lund Institute of Technology; 1981
20. Bažant Z.P., and Oh B.H. Crack band theory for fracture of concrete. Materiaux et Constructions, Materials and Structures 16 93 (1983) 155-177
21. Vecchio F.J., and Collins M.P. Modified compression-field theory for reinforced concrete elements subjected to shear. ACI J 83 2 (1986) 219-231
22. Vecchio FJ, Collins MP. The response of reinforced concrete to in-plane shear and normal stresses. Toronto: Department of Civil Engineering, University of Toronto; 1982
23. Miyakawa T., et al. Nonlinear behaviour of cracked reinforced concrete plate element under uniaxial compression. JSCE Proc 378 (1987) 249-258
24. Belarbi A, Hsu TCC. Constitutive laws of reinforced concrete in biaxial tension compression. Report no.:UHCEE 91-2. Houston: Department of Civil Engineering, University of Houston; 1991
25. Thorenfeldt E. et al. Mechanical properties of high strength concrete and application in design. In: Proceedings, international symposium on utilization of high strength concrete. 1987
26. Collins MP, Porasz A. Shear strength for high strength concrete. Bull. No. 193. Design aspects of high strength concrete. Comite Euro-International du Beton; 1989. p. 75-83
27. Untrauer R.E., and Henry R.L. Influence of normal pressure on bond strength. ACI J Proc 62 5 (1965) 577-586
28. Tepfers R. Cracking of concrete cover along anchored deformed reinforcing bars. Mag Concr Res 31 106 (1979) 3-12
29. Edwards A.D., and Yannopoulos P.J. Local bond-stress to slip relationships for hot rolled deformed bars and mild steel plain bars. ACI J 76 3 (1979) 405-420
30. Eligehausen R. et al. Local bond stress-slip relationship of deformed bars under generalised excitations. Report no. UCB/EERC-83/23. Berkeley (CA): Earthquake Engineering Research Centre, College of Engineering, University of California; 1983
31. Giuriani E., et al. Role of stirrups and residual tensile strength of cracked concrete on bond. ASCE J Struct Eng 117 1 (1991) 1-18
32. Malvar L.J. Bond of reinforcement under controlled confinement. ACI Mater J 89 6 (1992) 593-601
33. Shima H., et al. Micro and macro models for bond in reinforced concrete. J Fac Eng Univ Tokyo Series B 39 2 (1987) 133-194
34. Kankam C.K. Relationship of bond stress, steel stress, and slip in reinforced concrete. J Struct Eng 123 1 (1997) 79-85
35. Bolander J., et al. Bond degradation near developing cracks in reinforced concrete structures. Mem Fac Eng Kyushu Univ 52 4 (1992) 379-395
36. Lowes L.N., Moehle J.P., and Goundjee S. Concrete-steel bond model for use in finite element modeling of reinforced concrete structures. ACI Struct J 101 4 (2004) 501-511
37. Soh C.K., et al. Damage model based reinforced-concrete element. J Mater Civil Eng 15 4 (2003) 371-380
38. Maekawa K., et al. Nonlinear mechanics of reinforced concrete (2003), Spon Press, New York
39. Gilbert RI, Nejadi S. An experimental study of flexural cracking in reinforced concrete members under short term loads. UNICIV Report no. R-434. Sydney: School of Civil and Environmental Engineering, The University of New South Wales; 2004. p. 47
40. Foster S.J. An application of the arc length method involving concrete cracking. Int J Numer Methods Eng 33 2 (1992) 269-285
41. Wu HQ, Gilbert RI. An experimental study of tension stiffening in reinforced concrete members under short-term and long-term loads. UNICIV Report R-449. University of NSW; 2008