DISCUSSIONS AND CLOSURES
Oct 1, 1991

Discussion of “Constitutive Equations for Concrete in Failure State” by R. de Boer and H. T. Dresenkamp (August, 1989, Vol. 115, No. 8)

Publication: Journal of Engineering Mechanics
Volume 117, Issue 10
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References

1.
Argyris, J. H., Faust, G., Szimmet, J., Warnke, E. P., and William, K. J. (1972). “Recent developments in the finite element analysis of prestressed reactor vessels.” Nuclear Engrg. and Design, 28, 42–75.
2.
Geniev, G. A., and Kissiuk, V. N. (1965). “A generalization of the theory of strength of concrete.” Beton i Zhelezobeton (in Russian) (2), 16–19.
3.
Haythornthwaite, R. M. (1984). “A smooth yield surface consistent with triaxial test data.” Mech. Res. Communications, 11(4), 281–284.
4.
Haythornthwaite, R. M. (1985) “A family of smooth yield surfaces.” Mech. Res. Communications, 12(2), 87–91.
5.
Lade, P. V., and Duncan, J. M. (1973). “Cubical triaxial tests on cohesionless soil.” J. Soil Mech. and Found. Div., ASCE, 99(10), 793–812.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 117Issue 10October 1991
Pages: 2450 - 2451

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Published online: Oct 1, 1991
Published in print: Oct 1991

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R. M. Haythornthwaite, Fellow, ASCE
Prof. Engrg. Sci., Dept. of Civ. Engrg., Temple Univ., Philadelphia, PA 19122

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