| 不抗拉单元在结构分缝仿真计算中的应用 |
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| 引用本文： | 张梅静,魏国钟.不抗拉单元在结构分缝仿真计算中的应用[J].山西建筑,2007,33(13):67-68. |
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| 作者姓名： | 张梅静 魏国钟 |
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| 作者单位： | 广东省韶关冶炼厂设计室,广东韶关,512024 |
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| 摘 要： | 结合计算实例采用空间六面体八节点等参单元,在分缝处定义不抗拉单元来计算分缝部位的应力场,同时针对该问题运用ANSYS模型在分缝处施加不抗拉的杆单元做类似分析,使两种结果相互检验,结果指出这两种方法均可适用于对各类低抗拉单元的分析。
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| 关 键 词： | 变形缝 不抗拉单元 应力场 |
| 文章编号： | 1009-6825(2007)13-0067-02 |
| 修稿时间： | 2006-12-11 |
The application of non-tensile unit in simulation computation of structural jointing |
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| ZHANG Mei-jing,WEI Guo-zhong.The application of non-tensile unit in simulation computation of structural jointing[J].Shanxi Architecture,2007,33(13):67-68. |
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| Authors: | ZHANG Mei-jing WEI Guo-zhong |
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| Affiliation: | ZHANG Mei-jing WEI Guo-zhong |
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| Abstract: | The following paper calculates stress field of jointing site by defining non-tensile unit and using spatial hexahedral eight-node isoparametric unit combined with calculating example,and carries out similar analysis of adding non-tensile bar unit to the joint using ANSYS model in light of the problem in order to let the two results check each other,which shows that these two methods are fit for the analysis of various low tensile units. |
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| Keywords: | deformation joint non-tensile unit stress field |
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