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contributor authorJulio F. Davalos
contributor authorAn Chen
contributor authorBin Zou
date accessioned2017-05-08T21:36:17Z
date available2017-05-08T21:36:17Z
date copyrightJune 2011
date issued2011
identifier other%28asce%29cc%2E1943-5614%2E0000165.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57283
description abstractThis paper reports on research investigating a nongrouted sleeve-type connection used to attach fiber-reinforced polymer (FRP) decks to steel girders. The connection system was investigated for stiffness, strength, fatigue resistance, and degree of composite action. Static and fatigue tests were conducted first at the component level on push-out specimens to obtain
publisherAmerican Society of Civil Engineers
titleStiffness and Strength Evaluations of a Shear Connection System for FRP Bridge Decks to Steel Girders
typeJournal Paper
journal volume15
journal issue3
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000162
treeJournal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 003
contenttypeFulltext


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