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contributor authorPuay Eng Constance Seow
contributor authorSomsak Swaddiwudhipong
date accessioned2017-05-08T21:17:49Z
date available2017-05-08T21:17:49Z
date copyrightApril 2005
date issued2005
identifier other%28asce%290899-1561%282005%2917%3A2%28219%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46023
description abstractA new unified five-parameter failure surface has been proposed for use with normal strength (NC), high strength (HSC), and steel fiber-reinforced (SFRC) concrete under biaxial, triaxial, or axisymmetric loads. The study covers concrete with strengths ranging from
publisherAmerican Society of Civil Engineers
titleFailure Surface for Concrete under Multiaxial Load—a Unified Approach
typeJournal Paper
journal volume17
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2005)17:2(219)
treeJournal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 002
contenttypeFulltext


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