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ANALYTICAL EVALUATION OF SHEAR FAILURE BEHAVIOR OF SHCC BEAM BY CONSIDERING SHEAR TRANSFER BEHAVIOR

open access: yesANALYTICAL EVALUATION OF SHEAR FAILURE BEHAVIOR OF SHCC BEAM BY CONSIDERING SHEAR TRANSFER BEHAVIOR
The Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13), September 11-13, 2013, Sapporo, Japan.
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Shear Behavior of Self Compacting Concrete

open access: yesJournal of Engineering and Sustainable Development, 2012
Twelve self compacting concrete (SCC) beams were cast to investigate the shear behavior under two concentrated load. All beams have a constant longitudinal steel ratio of (0.02065) and constant gross section area of (17000)mm2. The tested beams were divided into two group with and without stirrups.
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