چکیده مقاله
This paper suggests an analytical procedure using exterior penalty approach to gain the optimum pre stressing amount in FRP plates which is attached to tensile flange of a steel concrete beam Object of this study is viewing effect of pre stressing on reduction of demanded FRPs which doesn’t pre stress Finally a parametric study to demonstrate effect of pre stressing on various types of the FRPs is conducted
کلیدواژهها
Pre-stressed FRP plates strengthening optimization steel-concrete composite beams Pre stressed FRP plates steel concrete composite beams
نویسندگان
Mohammad Z. Kabir
Department of Civil Engineering, Amirkabir University
Mehdi Motalleb
Mohammad Z. Kabir Department of Civil Engineering, Amirkabir University
شیوه ارجاع
Z. Kabir, Mohammad and Motalleb, Mehdi,1391,Optimum strengthening of steel-concrete composite beams using pre-stressed FRP plates,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
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