主筋に丸鋼を用いた低強度コンクリート部材の耐震性能評価 [in Japanese] SEISMIC PERFORMANCE EVALUATION OF LOW STRENGTH CONCRETE MEMBERS WITH PLAIN ROUND BAR [in Japanese]
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In the series of experimental studies concerning low strength concrete members, it was pointed out that the flexural and shear strength of members with plain round bars was lower than the calculated values. This result is due to the occurrence of bond slip failure before yielding or shear cracking. A calculation flow to obtain the strength of the RC member with low strength concrete and plain round bar is proposed. This flow is verified with data of the previous studies.
- AIJ Journal of Technology and Design
AIJ Journal of Technology and Design 17(35), 167-170, 2011
Architectural Institute of Japan