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Constitutive Model for Concrete Materials with High-Rates of Loading Under Triaxial Compressive Stress States
Constitutive Model for Concrete Materials with High-Rates of Loading Under Triaxial Compressive Stress States
Constitutive Model for Concrete Materials with High-Rates of Loading Under Triaxial Compressive Stress States
Fujikake, K. (Autor:in) / Mori, K. (Autor:in) / Uebayashi, K. (Autor:in) / Ohno, T. (Autor:in) / Mizuno, J. (Autor:in) / Banthia, N. / Sakai, K. / Gjorv, O. E.
3rd, International conference on concrete under severe conditions; environment and loading ; 2001 ; Vancouver, Canada
01.01.2001
8 pages
Also known as CONSEC'01
Aufsatz (Konferenz)
Englisch
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Elsevier | 2025
|Reduction of compressive strength of concrete due to triaxial compressive loading history
Online Contents | 2004
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