Family of invariant stress surfaces

Journal of Engineering Mechanics

Volumn 122, Issue 3, 1996, Pages 201-208

  Krenk, Steen ^a  

^a LUND INSTITUTE OF TECHNOLOGY   (Sweden)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0001367003     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1996)122:3(201)     Document Type: Article

References (12)

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2. Chen, W. F., and Han, D. J. (1988). Plasticity for structural engineers. Springer-Verlag, New York, N.Y.
3. de Boer, R., and Dresenkamp, H. T. (1989). "Constitutive equations for concrete in failure state." J. Engrg. Mech., 115(8), 1591-1608.
4. Drucker, D. C., and Prager, W. (1952). "Soil mechanics and plasticity analysis of limit design." Q. Appl. Math. 10, 157-165.
5. Hibbitt, Karlsson, and Sorensen. (1992). ABACUS, Users Manual, Ver. 5.2, Vol. 1, Sect. 4.6.3.1.
6. Hsieh, S. S., Ting, E. C., and Chen, W. F. (1982). "A plasticity-fracture model for concrete." Int. J. of Solids and Struct. 18, 181-197.
7. Labbane, M., Saha, N. K., and Ting, E. C. (1993) "Yielding criterion and loading function for concrete plasticity." Int. J. Solids and Struct. 30, 1269-1288.
8. Lade, P. V. (1977). "Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces." Int. J. Solids and Struct., 13, 1019-1035.
9. Matsuoka, H., and Nakai, T. (1985). "Relationship among Tresca, Mises, Mohr-Coulomb and Matsuoka-Nakai failure criteria." Soils and Found., 25, 123-128.
10. Ottosen, N. S. (1977). "A failure criterion for concrete." J. Engrg. Mech. Div. ASCE, 103(4), 527-535.
11. Schicken, G., and Winkler, H. (1977). "Results of test concerning strength and strain of concrete subjected to multiaxial compressive stress." Deutscher Ausschuss für Stahlbeton, Heft 277, Berlin, Germany.
12. William, K. J., and Warnke, E. P. (1975). "Constitutive model for the triaxial behavior of concrete." Seminar on Concrete Struct. Subjected to Triaxial Stress, Proc. Int. Assoc. for Bridge and Struct. Engrs., 19, Paper III-1.