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contributor authorNasreddin El‐Mezaini
contributor authorErgin Çıtıpıtıogˇlu
date accessioned2017-05-08T20:53:57Z
date available2017-05-08T20:53:57Z
date copyrightOctober 1991
date issued1991
identifier other%28asce%290733-9445%281991%29117%3A10%282851%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30970
description abstractA practical and powerful technique for the discrete representation of reinforcement in finite element analysis of prestressed and reinforced concrete structures is presented. Isoparametric quadratic and cubic finite elements with movable nodes are developed utilizing a correction technique for mapping distortion. Reinforcing bars and/or prestressing tendons are modeled independently of the concrete mesh. Perfect or no bond as well as any bond‐slip model can easily be represented. The procedure is successfully tested for bonded and unbonded reinforcement.
publisherAmerican Society of Civil Engineers
titleFinite Element Analysis of Prestressed and Reinforced Concrete Structures
typeJournal Paper
journal volume117
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1991)117:10(2851)
treeJournal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 010
contenttypeFulltext


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