FLEXURAL BEHAVIOR OF CONCRETE FILLED DOUBLE-SKIN (CHS INNER AND CHS OUTER) STEEL TUBES
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摘要: 以空心率为变化参数,对5个纯弯构件进行试验研究,同时考察圆中空夹层钢管混凝土在纯弯状态下的力学性能。在确定了钢材和混凝土应力-应变关系模型的基础上,利用数值方法对圆中空夹层钢管混凝土纯弯构件进行分析,分析结果和试验结果吻合较好。最后在参数分析的基础上,提出构件抗弯承载力的简化计算公式。Abstract: A total of five specimens were tested under pure bending to investigate the behavior of concrete filled double-skin steel tubular(CFDST) beams.The specimens were fabricated with circular hollow section(CHS) as outer and inner skins.The parameters varied in the tests were hollow section ratio.Utilizing the stress-strain relations of steel and concrete presented in concrete filled circular steel tubes,a numerical method is used for the analysis of load-deformation curves of the double-skin composite members subjected to pure bending.The calculated results agree well with those of tests.A simplified model is also developed for calculating the bearing capacities of the CFDST beams.
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[2] Lin Minlang,Tsai Keh-Chyuan.Behavior of Double-Skinned Composite Steel Tubular Columns Subjected to Combined Axial and Flexural Loads//First International Conference on Steel Composite Structures.Pusan,Korea:2001:1 145-1 152 Tao Zhong,Han Linhai,Zhao Xiaoling.Behavior of Concrete-Filled Double Skin (CHS Inner and CHS Outer) Steel Tubular Stub Columns and Beam-Columns.Journal of Constructional Steel Research,2004,60(8):1 129-1 158 [3] 韩林海.钢管混凝土结构--理论与实践.北京:科学出版社,2004 [4] Varma Amit H,Ricles James M,Sause Richard,et al.Seismic Behavior and Modeling of High-Strength Composite Concrete-Filled Tube (CFT)Beam-Columns.Journal of Constructional Steel Research,2002,58(5-8):725-758
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