INTERACTION PHENOMENA IN THE COLD-FORMED FRAME CORNER BEHAVIOUR

机译：冷弯框架角行为中的相互作用现象

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Frame corner joints built up from cold-formed C-profiles and mechanical fasteners (metric bolts and self-drilling screws) are investigated by experimental program. 26 specimens with different profile and connection parameters are studied. The behaviour is analysed by the measured moment-rotation relationship of the joints. The experienced behaviour is combined phenomena of different local instabilities of the profiles and the connection performance. On the bases of the governing phenomenon three behaviour modes of the joints are determined and explained in the paper.

机译：通过实验程序研究了由冷弯的C型材和机械紧固件（公制螺栓和自钻螺钉）组成的框架角部接头。研究了26个具有不同轮廓和连接参数的标本。通过测量关节的力矩-旋转关系来分析行为。经历的行为是轮廓和连接性能的不同局部不稳定性的综合现象。根据控制现象，确定并解释了关节的三种行为模式。

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《Third International Conference on Coupled Instabilities in Metal Structures CIMS'2000, 3rd, Sep 21-23, 2000, Lisbon-Portugal》|2000年|p.459-466|共8页
会议地点 Lisbon(PT);Lisbon(PT)
作者
P. FOTI; L. DUNAI;
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作者单位

Department of Steel Structures, Technical University of Budapest 5-7 Mueegyetem rakpart, Budapest, 1111, Hungary;

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原文格式 PDF
正文语种 eng
中图分类建筑科学;
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INTERACTION PHENOMENA IN THE COLD-FORMED FRAME CORNER BEHAVIOUR

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