| 浅谈等强度拱形杆件的计算机模拟 |
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| 引用本文： | 史振东,陈红英. 浅谈等强度拱形杆件的计算机模拟[J]. 科技情报开发与经济, 2011, 21(36): 137-139 |
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| 作者姓名： | 史振东 陈红英 |
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| 作者单位： | 1. 太原理工大学工程力学实验中心,山西太原,030024
2. 山西煤炭职业技术学院,山西太原,030031 |
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| 摘 要： | 利用大型有限元程序ANSYS对两拱脚受水平拉力作用的等强度变截面空心拱形杆进行计算机模拟,通过模拟得到应变云图、应力云图、位移云图,通过后处理获得应变值和拱脚位移值。
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| 关 键 词： | 等强度拱形杆件 计算机模拟 有限元模型 |
Talking about Computer Simulation for Equicohesive Arched Member Bars |
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| SHI Zhen-dong , CHEN Hong-ying. Talking about Computer Simulation for Equicohesive Arched Member Bars[J]. Sci-Tech Information Development & Economy, 2011, 21(36): 137-139 |
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| Authors: | SHI Zhen-dong CHEN Hong-ying |
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| Affiliation: | SHI Zhen-dong,CHEN Hong-ying |
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| Abstract: | By using the great ANSYS finite-element program,this paper makes the computer simulation for equicohesive hollow arched member bars with variable cross-sections acted by horizontal tensions on the two arch foot,and through the simulation,obtains the strain cloud picture,stress cloud picture and displacement cloud picture,and through the postprocessing,obtains the strain value and arch feet’s displacement value. |
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| Keywords: | equicohesive arched member bars computer simulation finite-element model |
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