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contributor authorYoshiki Tanaka
contributor authorJun Murakoshi
contributor authorYuko Nagaya
contributor authorTetsuya Watanabe
date accessioned2017-05-08T21:25:50Z
date available2017-05-08T21:25:50Z
date copyrightMarch 2009
date issued2009
identifier other%28asce%291084-0702%282009%2914%3A2%28102%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51176
description abstractGlass fiber-reinforced polymer (GFRP) bridge decks suffering frequent cyclic loading of heavy wheels require relatively thick pultruded composites. To examine the behavior of 12 mm thick pultruded GFRP plates containing surface layers and to study the influence of surface damage, which may be present on such decks, static and fatigue tensile tests were carried out. Severe indentation yielded not only visible damage, but also an invisible damage in the unidirectional layer. Loss of cross section area due to both damages affected the static ultimate loads. Fatigue cracks were found around higher stress concentrations on the surface layer as early as approximately 10% of the total fatigue life. These initial cracks, however, barely affected the fatigue life because delamination of the surface layers prevented the cracks from propagating. The invisible shear crack due to indentation barely affected the fatigue life since earlier splitting between initially damaged and undamaged fibers mitigated the crack propagation.
publisherAmerican Society of Civil Engineers
titleStatic and Fatigue Behavior of Thick Pultruded GFRP Plates with Surface Damage
typeJournal Paper
journal volume14
journal issue2
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2009)14:2(102)
treeJournal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 002
contenttypeFulltext


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