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contributor authorPeng Feng
contributor authorYanhua Zhang
contributor authorYu Bai
contributor authorLieping Ye
date accessioned2017-05-08T21:36:42Z
date available2017-05-08T21:36:42Z
date copyrightJune 2013
date issued2013
identifier other%28asce%29cc%2E1943-5614%2E0000356.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57493
description abstractThis paper reports on axial compression experiments on 18 specimens that were strengthened using fiber-reinforced polymer (FRP) fabric and bamboo sticks to improve buckling resistance. The core steel members were first bundled with bamboo sticks longitudinally using steel wire and were then wrapped longitudinally and laterally with FRP fabric. The bending stiffness and load-bearing capacity of the members were increased by the strengthening system, and the bamboo sticks acted as lightweight and free-shaped filling between the steel and FRP. Three major parameters were examined: (1) the cross-sectional shape; (2) the nominal slenderness ratio of the steel members; (3) the number of FRP fabric layers. Although global buckling that is analogous to that in unstrengthened specimens was observed, the strengthened specimens exhibited significant local deformation at the end of the steel member and rupture of the FRP fabric at midheight. The load-displacement results demonstrated an increase of 25–114% for load-bearing capacity and a maximum increase of up to
publisherAmerican Society of Civil Engineers
titleCombination of Bamboo Filling and FRP Wrapping to Strengthen Steel Members in Compression
typeJournal Paper
journal volume17
journal issue3
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000353
treeJournal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 003
contenttypeFulltext


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