| 基于ANSYS的局部外包钢板箍装配式新型柱节点的研究 |
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| 引用本文： | 张海,王龙,王玉良,郭翰林. 基于ANSYS的局部外包钢板箍装配式新型柱节点的研究[J]. 钢结构, 2014, 0(6): 6-8,27 |
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| 作者姓名： | 张海 王龙 王玉良 郭翰林 |
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| 作者单位： | 天津城建大学土木工程学院,天津300384 |
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| 基金项目： | 天津市应用基础与前沿技术研究计划（12JCQNJC05300）;天津市中青年骨干创新人才培养计划;国家级大学生创新创业训练计划. |
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| 摘 要： | 基于新型装配整体式局部外包钢板箍柱节点的试验研究,利用大型通用有限元分析软件ANSYS 10.0对其进行低周反复作用下的三维非线性有限元分析,同时考虑不同轴压比对结构抗震性能的影响。结果表明,有限元软件能较好地模拟分析局部外包钢板箍装配式新型柱节点,此新型节点具有较好的抗震性能,所得的模拟结果与试验数据基本吻合。可为理论分析研究和部分工程应用提供参考。
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| 关 键 词： | ANSYS 钢板箍 非线性 有限元分析 |
RESEARCH ON THE JOINTS OF LOCALLY FABRICATED STEEL PLATE HOOPS NEW COLUMN BASED ON ANSYS |
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| Zhang Hai Wang Long WangYuliang Guo Hanlin. RESEARCH ON THE JOINTS OF LOCALLY FABRICATED STEEL PLATE HOOPS NEW COLUMN BASED ON ANSYS[J]. Steel Construction, 2014, 0(6): 6-8,27 |
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| Authors: | Zhang Hai Wang Long WangYuliang Guo Hanlin |
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| Affiliation: | Zhang Hai Wang Long WangYuliang Guo Hanlin (School of Civil Engineering, Tianjin Chengjian University, Tianjin 300384, China) |
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| Abstract: | Based on the test research for the joints of locally fabricated steel plate hoops new column and using the large general-purpose finite element analysis software ANSYS 10.0,it was carried out three-dimensional nonlinear finite element analysis under low cyclic load; and at the same time it was also considered the influence of different axial pressure ratio on the anti-seismic performance of the structure. The results show that the finite element analysis software capable of simulating the local assembly of a new type of steel plate hoops column node, this new node has a good seismic performance, the simulation results have good agreement with the experimental data. Which can provide a reference for theoretical research and partial engineering application. |
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| Keywords: | ANSYS steel plate hoop nonlinear） finite element analysis |
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