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方截面CFRP-钢管混凝土压弯构件抗震性能试验

EXPERIMENTAL STUDY ON ASEISMIC BEHAVIORS OF CFRP-CONCRETE-FILLED SQUARE STEEL TUBE

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【作者】 朱贺飞车媛刘焦韩毅

【Author】 Zhu Hefei Che Yuan Liu Jiao (School of Civil Engineering,Shenyang Jianzhu University Shenyang 110168) Han Yi (Office of Students,Shenyang Jianzhu University Shenyang 110168)

【机构】 沈阳建筑大学土木工程学院沈阳建筑大学学生处 沈阳110168沈阳110168

【摘要】 为研究方截面CFRP-钢管混凝土的动力性能,在试验研究的基础上,进行理论分析,得到方截面CFRP-钢管混凝土动力情况下的极限承载力。试验表明,方截面CFRP-钢管混凝土构件的动力性能更优于钢管混凝土。它的刚度退化缓慢,延性略好于钢管混凝土。且由于CFRP的作用,方截面CFRP-钢管混凝土构件耗能更多。

【Abstract】 In order to study the dynamic behaviors of CFRP-concrete filled square steel tube, a theoretical analysis is done based on the experimental study, whose ultimate bearing capacity is obtained. It is finally concluded that the dynamic behavior of CFRP-concrete-filled square steel tube member is more superior to that of concrete-filled steel tube; and the ductility of the former is slightly better than the latter; the stiffness of the former degrades slowly. The former can also dissipate more energy.

  • 【分类号】TU398.9
  • 【被引频次】9
  • 【下载频次】152
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