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contributor authorSomsak Swaddiwudhipong
contributor authorNandivarann E. Shanmugam
date accessioned2017-05-08T20:51:43Z
date available2017-05-08T20:51:43Z
date copyrightAugust 1985
date issued1985
identifier other%28asce%290733-9445%281985%29111%3A8%281679%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29612
description abstractThe experimental investigation of the first crack and ultimate load behavior of steel fiber‐reinforced concrete deep beams with openings is reported. The effect of fiber content, positions of openings, and different types of loadings on the behavior of such beams is studied. The experimental results are supplemented and compared with established analytical solutions. They are in good agreement and indicate substantial increase in strength with the increase of fiber content. The significance of the natural load path joining the edge of loading and supporting plates is exemplified through a drastic reduction in strength when it is intercepted by the opening.
publisherAmerican Society of Civil Engineers
titleFiber‐Reinforced Concrete Deep Beams with Openings
typeJournal Paper
journal volume111
journal issue8
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1985)111:8(1679)
treeJournal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 008
contenttypeFulltext


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