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contributor authorFatih Alemdar
contributor authorRegan Gangel
contributor authorAdolfo Matamoros
contributor authorCaroline Bennett
contributor authorRon Barrett-Gonzalez
contributor authorStan Rolfe
contributor authorHao Liu
date accessioned2017-05-08T21:36:46Z
date available2017-05-08T21:36:46Z
date copyrightAugust 2014
date issued2014
identifier other%28asce%29cc%2E1943-5614%2E0000372.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57511
description abstractFiber-reinforced polymer (FRP) overlays have been successfully used in the aerospace industry to repair fatigue damage in aluminum plates. With this success there is potential for use of similar FRP overlays to repair fatigue damage in aging steel bridge structures. This study investigated the effectiveness of repairing fatigue damage in steel plate with adhesively bonded carbon fiber–reinforced polymer (CFRP) overlays. A total of 15 steel plate specimens with preexisting fatigue cracks were repaired with varying thicknesses of CFRP overlays to evaluate the effect of the ratio of axial stiffness of the composite to that of the underlying steel, the axial stiffness ratio (SR), on increased fatigue life and decreased applied stress. The results showed that increasing the axial stiffness ratio from 0 to 0.4 could increase the fatigue life by a factor of 10 for the most extreme conditions, and with an optimal axial stiffness ratio infinite fatigue life may be reached. Fatigue life of the steel specimens in this study was found to be dependent on both axial stiffness and applied stress range. Results from finite-element analyses validated the use of axial stiffness as a design parameter and correlated to the experimental results discussed.
publisherAmerican Society of Civil Engineers
titleUse of CFRP Overlays to Repair Fatigue Damage in Steel Plates under Tension Loading
typeJournal Paper
journal volume18
journal issue4
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000368
treeJournal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 004
contenttypeFulltext


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