| 高强钢材焊接工字形截面受压构件有限元分析 | |
| 姜学宜 ; 徐咏雷 ; 施刚 ; 孙雅欣 ; Jiang Xueyi ; Xu Yonglei ; Shi Gang ; Sun Yaxin | |
| 2016-03-30 ; 2016-03-30 | |
| 关键词 | 高强钢材 有限元模型验证 轴心压力 偏心压力 初弯曲等效模型 弯矩等效模型 high strength steel the verification of FEM axial compression eccentric compression initial bending equivalent model moment equivalent model TU391 |
| 其他题名 | FINITE ELEMENT ANALYSIS OF HIGH STRENGTH STEEL I-SECTION COLUMNS UNDER COMPRESSION |
| 中文摘要 | 运用通用有限元软件ANSYS建立三维有限元模型,模拟两端铰接的高强钢材焊接工字形截面轴心受压与偏心受压的受力性能,并用国内外试验数据验证有限元模型的正确性。在有限元模型建立过程中,对不同强度等级(460,690,960MPa)的高强钢构件进行模拟,充分考虑多种非线性因素以保证模型的正确性。为了充分验证模型,对不同强度等级、构件长度、截面尺寸的构件进行有限元计算,将计算得到的极限承载力与试验结果对比。在此过程中,采用初弯曲等效模型与弯矩等效模型分别模拟轴心受压构件和偏心受压构件。结果表明:该有限元模型有足够的精度,可以较好地模拟实际构件受力性能。; Finite element models(FEM)are developed by using the general-purpose finite element software ANSYS,simulating high strength steel columns with I-shaped section and proved to be accurate by using data from domestic and abroad experiments.Steel components of different strength(460,690,960 MPa)are simulated to ensure the models accuracy,during which process some kinds of nonlinear factors are fully considered.To prove the accuracy of the models,components with different strength,length,sectional dimensions are calculated by FEM, and the ultimate bearing capacities are compared with the results obtained from experiments.Two kinds of FEM are developed during the simulation:initial bending equivalent model and moment equivalent model.The results show that FEM is accurate enough to simulate the components. |
| 语种 | 中文 ; 中文 |
| 内容类型 | 期刊论文 |
| 源URL | [http://ir.lib.tsinghua.edu.cn/ir/item.do?handle=123456789/148909]  |
| 专题 | 清华大学 |
| 推荐引用方式 GB/T 7714 | 姜学宜,徐咏雷,施刚,等. 高强钢材焊接工字形截面受压构件有限元分析[J],2016, 2016. |
| APA | 姜学宜.,徐咏雷.,施刚.,孙雅欣.,Jiang Xueyi.,...&Sun Yaxin.(2016).高强钢材焊接工字形截面受压构件有限元分析.. |
| MLA | 姜学宜,et al."高强钢材焊接工字形截面受压构件有限元分析".(2016). |
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