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contributor authorChao-Wei Tang
contributor authorTsong Yen
contributor authorHow-Ji Chen
date accessioned2017-05-08T21:18:35Z
date available2017-05-08T21:18:35Z
date copyrightDecember 2009
date issued2009
identifier other%28asce%290899-1561%282009%2921%3A12%28730%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46501
description abstractIn this study an experimental investigation on shear behaviors of longitudinally reinforced lightweight aggregate concrete (LWC) beams made with sedimentary lightweight aggregate (LWA) without shear reinforcement was carried out and compared with companion normal-weight concrete (NWC) beams. The sedimentary LWA was a product of fine sediments excavated from the bottom of the Shih-Men Reservoir in Taiwan through proper air drying and sintering processes. A total of 24 simply supported beams were designed for shear failure with a two-point bending system. The primary variables of the investigation include concrete compressive strengths of 23, 43, and 53 MPa and ratios of shear span
publisherAmerican Society of Civil Engineers
titleShear Behavior of Reinforced Concrete Beams Made with Sedimentary Lightweight Aggregate without Shear Reinforcement
typeJournal Paper
journal volume21
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2009)21:12(730)
treeJournal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 012
contenttypeFulltext


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