| 引用本文: | 张文元,刘辰辰,丁玉坤,杨奇勇.木结构主次梁新型挂钩件连接节点的受力性能[J].哈尔滨工业大学学报,2019,51(12):128.DOI:10.11918/j.issn.0367-6234.201903098 |
| ZHANG Wenyuan,LIU Chenchen,DING Yukun,YANG Qiyong.Mechanical performance of a new hanger joint of secondary beam to primary beam in timber structures[J].Journal of Harbin Institute of Technology,2019,51(12):128.DOI:10.11918/j.issn.0367-6234.201903098 |
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| 木结构主次梁新型挂钩件连接节点的受力性能 |
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张文元1,2,刘辰辰1,2,丁玉坤1,2,杨奇勇3
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(1.结构工程灾变与控制教育部重点实验室(哈尔滨工业大学), 哈尔滨 150090; 2.土木工程智能防灾减灾工业和信息化部重点实验室(哈尔滨工业大学), 哈尔滨 150090;3.北京国家游泳中心有限责任公司, 北京 100101)
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| 摘要: |
| 为研究新型木结构主次梁新型金属挂钩件连接节点的受力机理,参照ASTM针对挂钩件的测试标准,进行了8个模型的竖向加载静力试验,得到了节点承载力与主、次梁相对变形曲线和2种典型破坏模式.建立了新型挂钩件节点的ABAQUS三维实体有限元模型,与试验结果和试验现象对照,验证了有限元模型的准确性.采用该模型对挂钩件节点进行参数分析,研究了挂钩件翼缘厚度和宽度对节点抗剪极限承载力和刚度的影响.对挂钩件节点进行详细受力分析,提出了该新型挂钩件节点的简化受力模型,推导了节点的极限承载力计算公式和破坏模式的判别方法,与试验结果吻合良好. |
| 关键词: 木结构 主次梁连接 金属挂钩件 力学性能 抗剪承载力 |
| DOI：10.11918/j.issn.0367-6234.201903098 |
| 分类号:TU366.2 |
| 文献标识码:A |
| 基金项目:北京市科技计划项目(D171100001117001) |
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| Mechanical performance of a new hanger joint of secondary beam to primary beam in timber structures |
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ZHANG Wenyuan1,2,LIU Chenchen1,2,DING Yukun1,2,YANG Qiyong3
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(1.Key Lab of Structures Dynamic Behavior and Control (Harbin Institute of Technology), Ministry of Education, Harbin 150090, China; 2.Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters (Harbin Institute of Technology), Ministry of Industry and Information Technology, Harbin 150090,China; 3.Beijing National Aquatics Center Co. Ltd., Beijing 100101, China)
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| Abstract: |
| To explore the mechanical behavior of a new type of steel hanger joint of secondary beam to primary beam in timber structures, static vertical loading tests of eight specimens using the new hanger joint are carried out based on the ASTM test standards. The load-displacement curves of the joints between the secondary beams and primary beams, as well as two typical failure modes are obtained. By using ABAQUS, three-dimensional solid finite element model of the proposed joint is established. The accuracy of the finite element analysis is verified by comparing with the experimental results. Based on the parametric analysis of the hanger joints, the influence of the thickness and width of the hanger flanges on the shear capacity and stiffness of the joints is studied. Calibrated by the detailed stress analysis and the test results, a simplified mechanical model is proposed, and prediction formulae for the shear capacity and failure modes of the hanger joint are recommended, which are in good agreement with the experimental results. |
| Key words: timber structure joint of secondary beam to primary beam steel hanger mechanical performance shear capacity |
