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contributor authorJ. L. Bonet
contributor authorP. F. Miguel
contributor authorM. A. Fernandez
contributor authorM. L. Romero
date accessioned2017-05-08T20:58:55Z
date available2017-05-08T20:58:55Z
date copyrightDecember 2004
date issued2004
identifier other%28asce%290733-9445%282004%29130%3A12%282006%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34221
description abstractThis paper proposes an analytical approach to calculating failure surfaces in rectangular reinforced concrete cross sections with symmetrical reinforcement when submitted to axial loads and biaxial bending. The analytical method is valid for concrete with a strength of between 25 and
publisherAmerican Society of Civil Engineers
titleAnalytical Approach to Failure Surfaces in Reinforced Concrete Sections Subjected to Axial Loads and Biaxial Bending
typeJournal Paper
journal volume130
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2004)130:12(2006)
treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 012
contenttypeFulltext


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