| 钢—混凝土组合节点在正弯矩作用下的试验研究 |
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| 引用本文： | 陈颖,刘娜. 钢—混凝土组合节点在正弯矩作用下的试验研究[J]. 山西建筑, 2011, 37(12): 32-34 |
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| 作者姓名： | 陈颖 刘娜 |
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| 作者单位： | 1. 广东广播电视大学,广东,广州,510091
2. 广东省轻纺建筑设计院,广东,广州,510080 |
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| 摘 要： | 针对钢—混凝土组合柱组合节点在正弯矩下受力性能进行了试验研究,并探讨了混凝土组合柱对组合节点受力性能的影响。试验结果表明：组合节点在正弯矩作用下,受拉部件主要为中和轴下面的螺栓,受压部件主要为混凝土板。其他条件相同时,柱翼缘内填充混凝土的组合节点,在节点延性略有减小的同时,初始强度得到提高。
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| 关 键 词： | 组合柱 组合节点 正弯矩 试验研究 |
Experimental research on steel-concrete composite joints under positive moment effect |
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| CHEN Ying,LIU Na. Experimental research on steel-concrete composite joints under positive moment effect[J]. Shanxi Architecture, 2011, 37(12): 32-34 |
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| Authors: | CHEN Ying LIU Na |
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| Affiliation: | CHEN Ying LIU Na |
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| Abstract: | The paper undertakes the experimental research on the steel-concrete composite joints under the positive moment effect,explores the influence of the concrete composite column on the stressed performance of composite joints,proves by the experimental results that the tensioned components of the composite joints under positive moment effect are mainly bolt under the neutral axis,the stressed parts are mainly the concrete plate,and illustrates that the primary strength of the composite joints of the concrete f... |
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| Keywords: | composite column composite joints positive moment effect experimental research |
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