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contributor authorLong‐Yuan Li
contributor authorThomas G. Harmon
date accessioned2017-05-08T21:16:36Z
date available2017-05-08T21:16:36Z
date copyrightNovember 1990
date issued1990
identifier other%28asce%290899-1561%281990%292%3A4%28215%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45244
description abstractIt is well known that concrete will fail in the form of cracking or crushing for the uniaxial tension or compression. However, it would be difficult to classify and define precisely the failure form for the multiaxial stress state with tension and compression. In this paper, a suggestion about the identification of cracking and crushing failure is given based on the macroscopical failure phenomenon of concrete. The failure criterion that can represent the cracking and crushing is also proposed. The present failure criterion involves three independent material parameters. They may be determined by the uniaxial tensile and compressive as well as equal biaxial compressive strengths. The comparisons between the failure criterion and both the experimental data and the theory suggested previously are made in biaxial, triaxial, and octahedral planes. These comparisons show that the present failure theory is able to predict the characteristics of failure and is available for both biaxial and triaxial stress state for the concrete.
publisherAmerican Society of Civil Engineers
titleThree‐Parameter Failure Criterion for Concrete
typeJournal Paper
journal volume2
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(1990)2:4(215)
treeJournal of Materials in Civil Engineering:;1990:;Volume ( 002 ):;issue: 004
contenttypeFulltext


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