| 无工艺孔钢梁与H型钢柱焊接节点受力性能分析 |
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| 引用本文： | 李然,李军,张亚娟.无工艺孔钢梁与H型钢柱焊接节点受力性能分析[J].钢结构,2013,28(2). |
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| 作者姓名： | 李然 李军 张亚娟 |
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| 作者单位： | 1. 青岛理工大学土木工程学院,山东青岛,266033
2. 青岛同盛建设项目管理有限公司,山东青岛,266041 |
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| 摘 要： | 以无工艺孔钢梁与H型钢柱焊接节点作为研究对象,基于ABAQUS有限元分析与拟静力试验,对无工艺孔节点与普通工艺孔节点受力性能进行比较,并阐述无工艺孔节点的性能优势及在我国应用的可行性。结果表明,无工艺孔法应用于钢结构梁柱节点,可以有效地提高节点的抗震性能,在我国现阶段钢结构加工技术条件下应用具有可行性。
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| 关 键 词： | 无工艺孔节点 有限元分析 拟静力试验 受力性能 |
MECHANICAL BEHAVIOR OF A WELDED JOINT OF NON-SCALLOP STEEL BEAM TO H-SHAPED STEEL COLUMN |
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| Li Ran
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Li Jun
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Zhang Yajuan.MECHANICAL BEHAVIOR OF A WELDED JOINT OF NON-SCALLOP STEEL BEAM TO H-SHAPED STEEL COLUMN[J].Steel Construction,2013,28(2). |
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| Authors: | Li Ran Li Jun Zhang Yajuan |
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| Abstract: | The object of study is a welded joint of non-scallop steel beam to H-shaped steel column. The mechanical behavior comparison between the normal joints and non-scallop connections was done based on the finite element analysis with ABAQUS and the pseudo-static test, and then the performance superiority of non-scallop connection and its feasibility of applying in China were demonstrated. The result indicates that the aseismatic behavior will be effectively improved while non-scallop method is applied to steel beam-column connection, and its application is feasible under the conditions of current steel processing technology in China. |
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| Keywords: | non-scallop connection finite element analysis pseudo-static test mechanical behavior |
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