Nonlinear finite-element analysis of RC shear panels and walls

Journal of Structural Engineering

Volumn 124, Issue 3, 1998, Pages 298-308

  Ayoub, Amir ^b   Filippou, Filip C ^a,b  

^a ASCE ^*

^b Berkeley   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSION TESTING; DEFORMATION; FAILURE ANALYSIS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SHEAR STRESS; SHEAR WALLS; STRAIN; STRESS CONCENTRATION; STRUCTURAL ANALYSIS; STRUCTURAL PANELS; TENSILE TESTING;

LOAD DISPLACEMENT RESPONSE; ORTHOTROPIC CONSTITUTIVE RELATION;

REINFORCED CONCRETE;

EID: 0032025261     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:3(298)     Document Type: Article

References (19)

1. ASCE Committee 447 on Finite Element Analysis of Reinforced Concrete. (1982). State-of-the-art report on finite element analysis of reinforced concrete, ASCE.
2. ASCE Committee 447 on Finite Element Analysis of Reinforced Concrete. (1994). State-of-the-art report on finite element analysis of reinforced concrete, ASCE.
3. Ayoub, A. (1995). "Nonlinear finite element analysis of reinforced concrete subassemblages," PhD dissertation, University of California, Berkeley, Berkeley, Calif.
4. Balakrishnan, S., and Murray, D. W. (1988a). "Concrete constitutive model for NLFE analysis of structures." J. Struct. Engrg., ASCE, 114(7), 1449-1466.
5. Balakrishnan, S., and Murray, D. W. (1988b). "Effect of modeling on NLFE analysis of concrete structures." J. Struct. Engrg., ASCE, 114(7), 1467-1487.
6. Balakrishnan, S., and Murray, D. W. (1988c). "Prediction of R.C. panel and deep beam behavior by NLFEA." J. Struct. Engrg., ASCE, 114(10), 2323-2342.
7. Bazant, Z. P., and Oh, B. H. (1983). "Crack band theory for fracture of concrete." Mat. and Struct., Paris, France, 16, 156-176.
8. Cervenka, V. (1985). "Constitutive model for cracked reinforced concrete." ACI Struct. J., 82(6), 877-882.
9. Cervenka, V., and Gerstle, K. H. (1971). "Inelastic analysis of reinforced concrete panels, Part I: Theory." International Association of Bridge and Structural Engineering, Publications, Vol. 31-11, 31-45.
10. Chen, W. F. (1976). Plasticity in reinforced concrete. McGraw-Hill Book Co., Inc., New York, N.Y.
11. Crisfleld, M. (1997). Nonlinear finite element analysis of solids and structures, advanced, topics. John Wiley & Sons, Inc., New York, N.Y.
12. Crisfield, M. A. (1982). "Accelerated solution techniques and concrete cracking." Comp. Methods in Appl. Mech. and Engrg., 33, 585-607.
13. Crisfield, M. A., and Wills, J. (1989). "Analysis of R.C. panels using different concrete models." J. Engrg. Mech., ASCE, 115(3), 578-597.
14. Darwin, D., and Pecknold, D. A. (1977). "Nonlinear biaxial stress strain law for concrete." J. Engrg. Mech., ASCE, 103(2), 229-241.
15. Elwi, A. A., and Murray, D. W. (1979). "A 3D hypoelastic concrete constitutive relationship." J. Engrg. Mech., ASCE, 105(4), 623-641.
16. Kupfer, H., Hilsdorf, H. K., and Rusch, H. (1969). "Behavior of concrete under biaxial stresses." ACI Struct. J., 66(2), 656-666.
17. Vecchio, F. J. (1990). "Reinforced concrete membrane element formulation." J. Struct. Engrg., ASCE, 116(3), 730-750.
18. Vecchio, F. J. (1992). "Finite element modeling of concrete expansion and confinement." J. Struct. Engrg., ASCE, 118(9), 2390-2405.
19. Vecchio, F. J., and Collins, M. P. (1982). "The response of reinforced concrete to in-plane shear and normal stress." Publ. No. 82-03, Dept. of Civ. Engrg., University of Toronto, Toronto, Canada.