Journal of the Korea institute for structural maintenance and inspection (한국구조물진단유지관리공학회 논문집)
- Volume 4 Issue 1
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- Pages.93-100
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- 2000
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- 2234-6937(pISSN)
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- 2287-6979(eISSN)
A Study on the Shear Strength Properties of Reinforced Concrete Beams according to Shear Span-Depth Ratio
전단지간비에 따른 철근콘크리트 보의 전단강도특성에 관한 연구
Abstract
The purpose of this study is to investigate the shear behavior of reinforced concrete beams according to small shear span-depth ratio between a/d=1.5, 2.8, 3.6. In general, shear strength of reinforced concrete beams is dependent on the compressive strength of concrete the longitudinal steel ratio, the shear span-depth ratio and shear reinforcement. The static test was carried out to measure the ultimate load, the initial load of flexural and diagonal cracking, crack patterns, fracture modes. The load versus strain and load versus deflection relations were obtained from the static test. The test results on shear strength were compared with results obtained by the formulas of ACI code 318-95. The shear strength of reinforced concrete beams exceeded those predicted following present ACI code 318-95(11-6).
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