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环板加劲管板节点力学性能及失效准则研究

袁俊 屈讼昭 王虎长 卫思彤 孙清

袁俊, 屈讼昭, 王虎长, 卫思彤, 孙清. 环板加劲管板节点力学性能及失效准则研究[J]. 工业建筑, 2023, 53(11): 156-160,187. doi: 10.13204/j.gyjzG21083107
引用本文: 袁俊, 屈讼昭, 王虎长, 卫思彤, 孙清. 环板加劲管板节点力学性能及失效准则研究[J]. 工业建筑, 2023, 53(11): 156-160,187. doi: 10.13204/j.gyjzG21083107
NI Qian, ZHANG Bin, LI Jinjin. SEISMIC PERFORMANCE ANALYSIS OF CARBON FIBER REINFORCED FRAME STRUCTURE BASED ON PUSHOVER ANALYSIS METHOD[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 104-108,112. doi: 10.13204/j.gyjz202002015
Citation: YUAN Jun, QU Songzhao, WANG Huchang, WEI Sitong, SUN Qing. Research on Mechanical Properties and Failure Criteria of Ring-Stiffened Tube-Gusset Plate Joints[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 156-160,187. doi: 10.13204/j.gyjzG21083107

环板加劲管板节点力学性能及失效准则研究

doi: 10.13204/j.gyjzG21083107
基金项目: 

中国能源建设集团规划设计有限公司科技项目(GSKJ2-T07-2019);国家自然科学基金资助项目(51978570)。

详细信息
    作者简介:

    袁俊,男,1983年出生,高级工程师。

    通讯作者:

    孙清,男,教授,sunq@mail.xjtu.edu.cn。

Research on Mechanical Properties and Failure Criteria of Ring-Stiffened Tube-Gusset Plate Joints

  • 摘要: 对10个环板加劲管板节点进行试验研究和数值分析,研究了环形加劲管板节点在径向荷载作用下的受力性能和失效模式,提出了环板加劲管板节点的失效准则。结果表明:在径向拉力作用下,节点板与加劲环板连接处最终发生断裂破坏,与之相差90°夹角位置处,加劲环板发生局部屈曲;在径向压力作用下,加劲环板发生压屈失效;当节点的变形与主管直径D的比值不大于0.15%时,节点处于弹性;当节点变形与主管直径的比值大于0.15%且小于2.0%时,节点的刚度迅速降低;当节点变形与主管直径比值大于2.0%时,节点已处于塑性且无法继续承载。基于此,提出采用0.02D极限变形准则来确定节点的极限承载力。
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  • 收稿日期:  2021-08-31

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