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contributor authorZ. K. Guo
contributor authorN. M. Hawkins
contributor authorA. S. Kobayashi
date accessioned2017-05-08T23:43:15Z
date available2017-05-08T23:43:15Z
date copyrightDecember, 1994
date issued1994
identifier issn0021-8936
identifier otherJAMCAV-26360#815_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/113004
description abstractThe development of the fracture process zone associated with subcritical crack growth in a three-point bend concrete specimen with an off-centered, single-edged precrack was monitored with moire interferometry. The applied load and the crack opening and sliding displacements together with a finite element model of the concrete specimen were used to determine the crack closing stress due to aggregate bridging. Under this mixed-mode fracture, aggregate interlocking increased the crack closing stresses in the fracture process zone and hence the load carrying capacity of the concrete specimen. The dissipated energy rate in the fracture process zone also increased with aggregate interlocking.
publisherThe American Society of Mechanical Engineers (ASME)
titleMixed Modes I and II Concrete Fracture: An Experimental Analysis
typeJournal Paper
journal volume61
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2901562
journal fristpage815
journal lastpage821
identifier eissn1528-9036
keywordsConcretes
keywordsFracture (Process)
keywordsExperimental analysis
keywordsStress
keywordsLoad bearing capacity
keywordsInterferometry AND Finite element model
treeJournal of Applied Mechanics:;1994:;volume( 061 ):;issue: 004
contenttypeFulltext


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