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contributor authorHesham M. El-Emam
contributor authorHani A. Salim
contributor authorHossam El-Din M. Sallam
date accessioned2017-05-08T22:32:14Z
date available2017-05-08T22:32:14Z
date copyrightAugust 2016
date issued2016
identifier other48862550.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82217
description abstractBonding a composite patch to a cracked steel section is an efficient technique to reinforce cracked members or to delay fatigue crack growth in the structural elements. In this paper, a numerical study was performed to highlight the effect of bonded prestressed composite patches on the fracture parameters, such as crack tip opening displacement and the plastic zone. A three-dimensional finite element model of the double sided strengthened specimen is used to study the fracture behavior of an inclined edge crack under different combinations of modes I and II loading conditions. The influence of the pretension level, patch stiffness ratio, and fiber orientation on the crack tip opening displacement and plastic zone are also investigated. The introduction of a compressive stress by pretensioning of the composite patch prior to bonding produces a significant reduction in the crack tip opening displacement and plastic zone. This pretensioning reduces the crack tip driving force and subsequently reduces the fatigue crack growth rate, which increases the fatigue life of the structural member. Furthermore, the increase in the patch stiffness ratio reduces the amount of plastic zone and opening displacement at the crack tip. The effectiveness of the fiber orientation in the composite patch depends primarily on the loading directions and crack inclination angle.
publisherAmerican Society of Civil Engineers
titleComposite Patch Configuration and Prestraining Effect on Crack Tip Deformation and Plastic Zone for Inclined Cracks
typeJournal Paper
journal volume20
journal issue4
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000655
treeJournal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 004
contenttypeFulltext


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