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Title |
An Examination of the Maximum Steel Ratio for Reinforced Concrete Flexural Members: Focused on Singly Reinforced Beam with Rectangular
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Authors |
이준석(Jun-Seok Lee) ; 김우(Woo Kim) ; 최승원(Seung-Won Choi) |
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DOI |
https://doi.org/10.4334/JKCI.2017.29.2.179 |
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Keywords |
최대철근비 ; 최대중립축 깊이비 ; 연성능력 ; 시공성 maximum steel ratio ; maximum neutral axis depth ratio ; ductility capacity ; workability |
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Abstract |
The design provisions for the maximum steel ratio in reinforced concrete flexural members is normally provided to ensure sufficient ductility and economy by steel yielding at member failure. In the Concrete Structural Design Code (2012), the maximum steel
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