Nonlinear analysis of RC shear walls considering tension-stiffening effect

Computers and Structures

Volumn 79, Issue 5, 2001, Pages 499-517

  Kwak, Hyo Gyoung ^a   Kim, Do Yeon ^a  

^a Korea Advanced Institute of Science and Technology (KAIST)   (South Korea)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE STRENGTH; CRACK PROPAGATION; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; REINFORCED CONCRETE; SHEAR WALLS; STIFFNESS; STRAIN; STRUCTURAL PANELS; TENSILE TESTING;

BOND STRESS-SLIP EFFECTS; TENSION-STIFFENING EFFECTS;

STRUCTURAL ANALYSIS;

EID: 0035254489     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(00)00157-7     Document Type: Article

References (28)

1. ASCE task committee on finite element analysis of reinforced concrete structures. State-of-the-art report on finite element analysis of reinforced concrete, ASCE, New York, 1982.
2. Ayoub A., Filippou F.C. Nonlinear finite-element analysis of RC shear panels and walls. J Struct Engng ASCE. 124(3):1998;298-308.
3. Cervenka V., Gerstle K.H. Inelastic analysis of reinforced concrete panels, Part I: theory. Int Assoc Bridge Struct Engrs Publs. 31(11):1971;31-45.
4. Chen W.F. Plasticity in reinforced concrete. 1982;McGraw-Hill, New York.
5. Comité Euro-International du Béton, CEB-FIP Model Code 1990. Thomas Telford Service Ltd., London, 1993.
6. Comité Euro-International du Béton. Behavior and analysis of reinforced concrete structures under alternate actions inducing inelastic response, vol. 1: general models. Bulletin D'information no. 210, CEB, Switzerland, 1991.
7. Cope R.J., Rao P.V., Clark L.A., Norris R. Modeling of reinforced concrete behavior for finite element analysis of bridge slabs. Taylor C., Hinton E., Owen D.R.J. Numerical methods for nonlinear problems. 1980;457-470 Pineridge Press, Swansea.
8. Crisfield M.A. Accelerated solution techniques and concrete cracking. computer methods. Appl Mech Engng. 33:1982;585-607.
9. Crifield M.A., Wills J. Analysis of R/C panels using different concrete models. J Engng Mech ASCE. 115(3):1989;578-597.
10. Darwin D., Pecknold D.A. Analysis of RC shear panels under cyclic loading. J Struct Div ASCE. 102(2):1976;355-369.
11. Darwin D., Pecknold D.A. Nonlinear biaxial stress-strain law for concrete. J Engng Mech Div ASCE. 103(2):1977;229-241.
12. Gupta A.K., Maestrini S.R. Post-cracking behavior of membrane reinforced concrete elements including tension-stiffening. J Struct Engng ASCE. 115(4):1989;957-993.
13. Gupta A.K., Maestrini S.R. Tension-stiffness model for reinforced concrete bars. J Struct Engng ASCE. 116(3):1990;769-790.
14. Hognestad E. A study on combined bending and axial load in reinforced concrete members. University of Illinois Engineering Experiment Station, Bulletin Series no. 399, Bulletin no. 1, 1951.
15. Hu H.T., Schnobrich W.C. Nonlinear analysis of cracked reinforced concrete. ACI Struct J. 87(2):1990;199-207.
16. Kim DY. Material nonlinear analysis of RC shear walls. MSc Thesis, KAIST, 1999. p. 63.
17. Kwak HG, Filippou FC. Finite element analysis of reinforced concrete structures under monotonic loads. Report No. UCB/SEMM-90/14, University of California, Berkeley, 1990.
18. Kupfer H.B., Hilsdorf H.K., Rüsch H. Behavior of concrete under biaxial stresses. ACI J. 66(8):1969;656-666.
19. Kupfer H.B., Gerstle K.H. Behavior of concrete under biaxial stresses. J Engng Mech Div ASCE. 99(4):1973;852-866.
20. Lefas ID. Behavior of reinforced concrete walls and its implication for ultimate limit state design. PhD Thesis, Imperial College, University of London, 1988. p. 330.
21. Lefas I.D., Kotsovos M.D., Ambraseys N.N. Behavior of reinforced concrete structural walls: strength, deformation characteristics, and failure mechanism. ACI Struct J. 87(1):1990;23-31.
22. Lin C.S., Scordelis A.C. Nonlinear analysis of RC shells of general form. J Struct Div ASCE. 101(3):1975;523-538.
23. Owen D.R.J., Hinton E. Finite elements in plasticity. 1980;Pineridge Press, Swansea, UK.
24. Rizkalla S.H., Hwang L.S. Crack prediction for members in uniaxial tension. ACI J. 81(6):1984;219-231.
25. Rizkalla S.H., Hwang L.S., El-Shahawi M. Transverse reinforcement effects on cracking behavior of RC members. Canadian J Civil Engng. 10(4):1983;566-581.
26. Stevens N.J., Uzumeri S.M., Collins M.P. Reinforced concrete subjected to reversed cyclic shear-experiments and constitutive model. ACI Struct J. 88(2):1991;135-146.
27. Vecchio FJ, Collins MP. The response of reinforced concrete to in-plane shear and normal stress. Publication no. 82-03, Department of Civil Engineering, University of Toronto, Toronto, Canada, 1982.
28. Vecchio F.J., Collins M.P. The modified compression-field theory for reinforced concrete elements subjected to shear. ACI Struct J. 83(2):1986;219-231.