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dc.contributor.authorHesham M. El-Emam
dc.contributor.authorHani A. Salim
dc.contributor.authorHossam El-Din M. Sallam
dc.date.accessioned2017-12-30T13:04:31Z
dc.date.available2017-12-30T13:04:31Z
dc.date.issued2016
dc.identifier.other%28ASCE%29CC.1943-5614.0000655.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245341
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleComposite Patch Configuration and Prestraining Effect on Crack Tip Deformation and Plastic Zone for Inclined Cracks
dc.typeJournal Paper
dc.journal.volume20
dc.journal.issue4
dc.journal.titleJournal of Composites for Construction
dc.identifier.doi10.1061/(ASCE)CC.1943-5614.0000655
dc.page04016002
dc.treeJournal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 004
dc.contenttypeFulltext


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