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contributor authorAssem A. A. Hassan
contributor authorMohamed K. Ismail
contributor authorJustin Mayo
date accessioned2017-05-08T22:26:47Z
date available2017-05-08T22:26:47Z
date copyrightNovember 2015
date issued2015
identifier other45289986.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80760
description abstractThe effect of mixture composition and coarse aggregate density on the shear strength and cracking behavior of self-consolidating concrete (SCC) beams are presented in this study. The experimental test parameters included coarse/fine (
publisherAmerican Society of Civil Engineers
titleShear Behavior of SCC Beams with Different Coarse-to-Fine Aggregate Ratios and Coarse Aggregate Types
typeJournal Paper
journal volume27
journal issue11
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001276
treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 011
contenttypeFulltext


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