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contributor authorSnrendra P. Shah
contributor authorApostolos Fafitis
contributor authorRichard Arnold
date accessioned2017-05-08T20:50:44Z
date available2017-05-08T20:50:44Z
date copyrightJuly 1983
date issued1983
identifier other%28asce%290733-9445%281983%29109%3A7%281695%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29045
description abstractThe concept of the envelope curve which was based primarily on plain concrete is extended to confined concrete subjected to cyclic loading. Spirally confined normal weight and light weight concrete specimens were subjected to stress and strain cycling loadings at low as well as high strain rates. Analytical expressions were developed to predict the envelope curve as well as the peak strength and the corresponding strain. All analytical expressions are functions of plain concrete strength
publisherAmerican Society of Civil Engineers
titleCyclic Loading of Spirally Reinforced Concrete
typeJournal Paper
journal volume109
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1983)109:7(1695)
treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 007
contenttypeFulltext


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