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contributor authorFilip C. Filippou
date accessioned2017-05-08T20:52:05Z
date available2017-05-08T20:52:05Z
date copyrightJuly 1986
date issued1986
identifier other%28asce%290733-9445%281986%29112%3A7%281639%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29827
description abstractA simple and computationally efficient model of the hysteretic response of reinforcing bar anchorages under severe cyclic excitations is presented. The model is based on a piecewise linear approximation of the bond stress distribution function along the bar anchorage length. Only three intermediate points located between the ends of the bar suffice to yield results which match the finite element solution of the problem. The bond stress value at these intermediate points is established by iteratively satisfying the equilibrium and compatibility equations of the bond problem.
publisherAmerican Society of Civil Engineers
titleA Simple Model for Reinforcing Bar Anchorages Under Cyclic Excitations
typeJournal Paper
journal volume112
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1986)112:7(1639)
treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 007
contenttypeFulltext


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