SEISMIC PERFORMANCE EVALUATION OF LOW STRENGTH CONCRETE MEMBERS WITH PLAIN ROUND BAR
SEISMIC PERFORMANCE EVALUATION OF LOW STRENGTH CONCRETE MEMBERS WITH PLAIN ROUND BAR
复制标题
素圆杆低强混凝土构件的抗震性能评价
DOI：
10.3130/aijt.17.167
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发表时间：
2011
期刊：
影响因子：
--
通讯作者：
H. Iki
中科院分区：
文献类型：
--
作者：
H. Araki;H. Iki
在低强度混凝土构件系列试验研究中，指出光圆杆构件的抗弯、抗剪强度均低于计算值。该结果是由于在屈服或剪切开裂之前发生了粘结滑移失效。提出了获得低强度混凝土和光圆钢筋RC构件强度的计算流程。该流程已通过先前研究的数据得到验证。
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.