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contributor authorKyu Zong Cho
contributor authorAlbert S. Kobayashi
contributor authorNeil M. Hawkins
contributor authorDonald B. Barker
contributor authorFure Lin Jeang
date accessioned2017-05-08T22:10:42Z
date available2017-05-08T22:10:42Z
date copyrightAugust 1984
date issued1984
identifier other%28asce%290733-9399%281984%29110%3A8%281174%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72897
description abstractFinite element models of crack‐line wedge‐loaded, double cantilever beam (CLWL‐DCB) fracture specimens were used in their generation mode to evaluate the crack tip opening displacements (CTOD) associated with a fracture process zone preceding the macrocrack tip in such specimens. The crack tip locations of the macrocrack and the fracture process zone were determined experimentally and used as input conditions for these generation analyses. The crack opening resistance along the process zone was then adjusted to achieve consistency in the computed CTOD. This modified finite element model was then used with reasonable success in the propagation analysis of stable crack growth in concrete CLWL‐DCB fracture specimens.
publisherAmerican Society of Civil Engineers
titleFracture Process Zone of Concrete Cracks
typeJournal Paper
journal volume110
journal issue8
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1984)110:8(1174)
treeJournal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 008
contenttypeFulltext


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