| 冷弯薄壁型钢梁柱连接节点有限元分析 |
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| 引用本文： | 刘殿忠,吴学韬,赵莹.冷弯薄壁型钢梁柱连接节点有限元分析[J].吉林建筑工程学院学报,2010,27(5):9-11. |
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| 作者姓名： | 刘殿忠 吴学韬 赵莹 |
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| 作者单位： | 吉林建筑工程学院土木工程学院,长春130118 |
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| 摘 要： | 在冷弯薄壁型钢梁柱节点连接上,随着4 mm以下冷弯薄壁型钢结构在国内外的快速发展,自攻螺钉以其施工方便快捷的优势已成为这类结构的最主要连接方式,其连接性能的研究日益受到重视.利用有限元分析软件对自攻螺钉与普通螺栓应用于冷弯薄壁型钢梁柱节点的连接性能进行分析,并得出结论.
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| 关 键 词： | 冷弯薄壁型钢 自攻螺钉 普通螺栓 有限元分析 梁柱节点 |
Finite Element Analysis of Cold-formed Thin-walled Steel Beam-column Connections |
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| LIU Dian-zhong,WU Xue-tao,ZHAO Ying.Finite Element Analysis of Cold-formed Thin-walled Steel Beam-column Connections[J].Journal of Jilin Architectural and Civil Engineering,2010,27(5):9-11. |
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| Authors: | LIU Dian-zhong WU Xue-tao ZHAO Ying |
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| Affiliation: | (School of Civil Engineering,Jilin Institute of Architecture and Civil Engineering,Changchun,China 130118) |
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| Abstract: | On the cold-formed thin-walled steel beam-column connection,long with fast development of cold-formed thin wall（under 4mm） steel structure around the world,research of connection behavior with self-drilling screw as a main connection way for its convenient and fast constructions is increasingly concerned.The self-drilling screw joint and bolt joint in cold-formed thing-walled steel beam-column connection are analyzed with finite element software,and the results are given. |
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| Keywords: | cold-formed thin-walled steel self-drilling screw bolt finite element analysis beam-column connection |
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