Behavior of reinforced concrete elements under cyclic shear. II: Theoretical model

Journal of Structural Engineering

Volumn 131, Issue 1, 2005, Pages 54-65

  Mansour, Mohamad ^a   Hsu, Thomas T C ^a  

^a UNIVERSITY OF HOUSTON   (United States)

Author keywords

Concrete, reinforced; Constitutive relations; Cyclic loads; Ductility; Energy dissipation; Hysteresis; Numerical models; Shear stress

Indexed keywords

CONSTITUTIVE RELATIONS; CYCLIC SOFTENED MEMBRANE MODEL (CSMM); HYSTERESIS LOOP; STRAIN COMPATIBILITY;

ALGORITHMS; COMPACTION; CYCLIC LOADS; DEFORMATION; DUCTILITY; EARTHQUAKES; ENERGY DISSIPATION; HYSTERESIS; MATHEMATICAL MODELS; SHEAR STRESS; STRAIN;

REINFORCED CONCRETE;

EID: 12344281221     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:1(54)     Document Type: Article

References (18)

1. Belarbi, A., and Hsu, T. T. C. (1994). "Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete." Struct. J. Am. Concrete Institute, 91(4), 465-474.
2. Belarbi, A., and Hsu, T. T. C. (1995). "Constitutive laws of softened concrete in biaxial tension-compression." Struct. J. Am. Concrete Institute, 92(5), 562-573.
3. Hsu, T. T. C. (1993). Unified theory of reinforced concrete, CRC, Boca Raton, Fla.
4. Hsu, T. T. C., and Mansour, M. Y. (2002). "Failure mechanism of reinforced concrete elements under cyclic loading." Concrete: Material science to applications - A tribute of surendra shah, American Concrete Institute, Farmington Hill, Mich., 1-24.
5. Hsu, T. T. C., and Zhang, L. X. (1996). "Tension stiffening in reinforced concrete membrane elements." Struct. J. Am. Concrete Institute, 93(1), 108-115.
6. Hsu, T. T. C., and Zhang, L. X. (1997). "Nonlinear analysis of membrane elements by fixed-angle softened-truss model." Struct. J. Am. Concrete Institute, 94(5), 483-492.
7. Hsu, T. T. C., and Zhu, R. R. H. (2001). "Post-yield behavior of reinforced concrete membrane elements - The Hsu/Zhu ratios." Modeling of inelastic behavior of RC structures under seismic loads, American Society of Civil Engineers, Reston, Va., 139-157.
8. Hsu, T. T. C., and Zhu, R. R. H. (2002). "Softened membrane model for reinforced concrete elements in shear." Struct. J. Am. Concrete Institute, 99(4), 460-469.
9. Karsan, I. D., and Jirsa, J. O. (1969). "Behavior of concrete under compressive loadings." J. Struct. Div. ASCE, 95(12), 2543-2563.
10. Mansour, M. (2001). "Behavior of reinforced concrete membrane elements under cyclic shear: Experiments to theory." PhD dissertation, Univ. of Houston, Houston.
11. Mansour, M., and Hsu, T. T. C. (2005). "Behavior of reinforced concrete elements under cyclic shear. I: Experiments." J. Struct. Eng., 131(1), 44-53.
12. Mansour, M., Lee, J. Y., and Hsu, T. T. C. (2001). "Cyclic stress-strain curves of concrete and steel bars in membrane elements." J. Struct. Eng., 127(12), 1402-1411.
13. Pang, X. B., and Hsu, T. T. C. (1995). "Behavior of reinforced concrete membrane elements in shear." Struct. J. Am. Concrete Institute, 92(6), 665-679.
14. Pang, X. B., and Hsu, T. T. C. (1996). "Fixed-angle softened-truss model for reinforced concrete." Struct. J. Am. Concrete Institute, 93(2), 197-207.
15. Wang, T. J., and Hsu, T. T. C. (2001). "Nonlinear finite element analysis of concrete structures using new constitutive models." Comput. Struct. 79, 2781-2791.
16. Zhang, L. X., and Hsu, T. T. C. (1998). "Behavior and analysis of 100 MPa concrete membrane elements." J. Struct. Eng., 124(1), 24-34.
17. Zhu, R. R. H., and Hsu, T. T. C. (2002). "Poisson effect of reinforced concrete membrane elements." Struct. J. Am. Concrete Institute, 99(5), 631-640.
18. Zhu, R. H., Hsu, T. T. C., and Lee, J. Y. (2001). "Rational shear modulus for smeared crack analysis of reinforced concrete." Struct. J. Am. Concrete Institute, 98(4), 443-450.