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大空间快捷改造用槽钢-砖砌体组合梁受弯性能试验研究
EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CHANNEL-MASONRY COMPOSITE BEAMS FOR FAST RECONSTRUCTION OF LARGE SPACE
【摘要】 通过对2根和1根纯槽钢梁槽钢-砖砌体组合梁的受弯性能试验,以及理论和有限元数值计算的对比分析后,表明槽钢-砖砌体组合梁具有承载力大,稳定性好和延性好等优点,可在加固工程中采用。
【Abstract】 It has been shown that channel-masonry composite beams feature high bearing capacity,good stability and ductility etc,which may be used for strengtherming projects,according to the flexural behavior tests of two channel-masonry composite beams and one channel beam,and also a comparison between the results of theoretical calculations and those of FE numerical calculations.
【关键词】 ANSYS;
槽钢-砖砌体;
组合梁;
受弯性能;
试验研究;
【Key words】 ANSYS; channel-masonry; composite beams; flexural behavior; experimental study;
【Key words】 ANSYS; channel-masonry; composite beams; flexural behavior; experimental study;
- 【文献出处】 工业建筑 ,Industrial Construction , 编辑部邮箱 ,2011年05期
- 【分类号】TU398
- 【被引频次】3
- 【下载频次】78