| 钢管再生混合短柱的轴压性能试验 |
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| 引用本文： | 吴波,刘伟,刘琼祥,许喆.钢管再生混合短柱的轴压性能试验[J].土木工程学报,2010(2). |
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| 作者姓名： | 吴波 刘伟 刘琼祥 许喆 |
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| 作者单位： | 华南理工大学亚热带建筑科学国家重点实验室;深圳市建筑设计研究总院; |
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| 基金项目： | 教育部新世纪优秀人才支持计划(NCET-04-0819); 亚热带建筑科学国家重点实验室人才培养基金(2008ZB15) |
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| 摘 要： | 为揭示钢管再生混合短柱的轴压性能,通过17根试件的轴压试验,考察钢管再生混合短柱与钢管混凝土短柱的7d和28d轴向受力行为,比较二者的刚度、强度和延性。根据国内外钢管混凝土结构设计标准,对试件的抗压承载力进行计算,基于计算结果与试验结果的对比,建议钢管再生混合短柱的抗压承载力计算公式。研究结果表明:①虽然钢管再生混合短柱采用了32%～35%的废弃混凝土,但其轴向受力性能却与全现浇钢管混凝土短柱相当。②根据我国标准JCJ01—89给出的钢管再生混合短柱的抗压承载力计算结果与试验结果吻合较好。
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| 关 键 词： | 钢管再生混合短柱 钢管混凝土短柱 受力性能 抗压承载力 |
Experimental study on the behavior of recycled-concrete-segment/lump filled steel tubular stub columns subjected to concentrically axial load |
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| Wu Bo Liu Wei Liu Qiongxiang Xu Zhe.Experimental study on the behavior of recycled-concrete-segment/lump filled steel tubular stub columns subjected to concentrically axial load[J].China Civil Engineering Journal,2010(2). |
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| Authors: | Wu Bo Liu Wei Liu Qiongxiang Xu Zhe |
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| Affiliation: | Wu Bo1 Liu Wei1 Liu Qiongxiang2 Xu Zhe1(1. State Key Laboratory of Subtropical Building Science,South China University of Technology,Guangzhou 510640,China,2. Shenzhen General Institute of Architectural Design , Research,Shenzhen 518000,China) |
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| Abstract: | In order to investigate the axial compressive behavior of recycled-concrete-segment/ lump filled steel tubular (RCS/LFST) stub columns,based on the tests of 17 specimens,the 7d and 28d axial mechanical properties of RCS/LFST stub columns and concrete filled steel tubular (CFST) stub columns are studied,and a comparison is conducted for stiffness,strength and ductility of the two kinds of stub columns. According to the domestic and foreign design codes for CFST structures,the axial load bearing capacities of... |
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| Keywords: | recycled-concrete-segment/lump filled steel tubular stub column concrete filled steel tubular stub column mechanical property ultimate compressive strength |
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