Show simple item record

contributor authorMostafa El-Mogy
contributor authorAmr El-Ragaby
contributor authorEhab El-Salakawy
date accessioned2017-05-08T21:36:14Z
date available2017-05-08T21:36:14Z
date copyrightDecember 2010
date issued2010
identifier other%28asce%29cc%2E1943-5614%2E0000143.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57259
description abstractContinuous concrete beams are commonly used elements in structures such as parking garages and overpasses, which might be exposed to extreme weather conditions and the application of deicing salts. The use of the fiber-reinforced polymers (FRP) bars having no expansive corrosion product in these types of structures has become a viable alternative to steel bars to overcome the steel-corrosion problems. However, the ability of FRP materials to redistribute loads and moments in continuous beams is questionable due to the linear-elastic behavior of such materials up to failure. This paper presents the experimental results of four reinforced concrete beams with rectangular cross section of
publisherAmerican Society of Civil Engineers
titleFlexural Behavior of Continuous FRP-Reinforced Concrete Beams
typeJournal Paper
journal volume14
journal issue6
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000140
treeJournal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 006
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record