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contributor authorNiels Saabye Ottosen
contributor authorKarl‐Gunnar Olsson
date accessioned2017-05-08T22:19:06Z
date available2017-05-08T22:19:06Z
date copyrightJanuary 1988
date issued1988
identifier other%28asce%290733-9399%281988%29114%3A1%2897%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77409
description abstractClosed‐form solutions for the plastic response of a symmetric double‐lap joint are presented. The adherends are assumed to behave linear elastically in pure tension, whereas the adhesive is assumed to be in a state of pure shear. The shear stress‐strain behavior of the adhesive is approximated by a bilinear curve, and both hardening plasticity approximating ductile adhesive, behavior and softening plasticity approximating brittle adhesive behavior are considered. The main emphasis is given to the softening behavior, as it includes some particularly intriguing features of joint behavior, e.g., limited ductility, limited bearing capacity, and the occurrence of local failure in the adhesive. For softening plasticity, two fundamentally different behaviors are identified depending on the joint parameters: one in which no local failure will occur before the bearing capacity of the joint has been completely exhausted, and another where local failure will begin at the boundary of the joint and spread until the softening zone has reached the center of the joint. In the subsequent response, the failed region will remain constant in size. Shakedown considerations are also included.
publisherAmerican Society of Civil Engineers
titleHardening/Softening Plastic Analysis of Adhesive Joint
typeJournal Paper
journal volume114
journal issue1
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1988)114:1(97)
treeJournal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 001
contenttypeFulltext


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