| 基于ANSYS不等肢L形截面柱正截面承载力分析 |
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| 引用本文： | 黄肯,郑文静. 基于ANSYS不等肢L形截面柱正截面承载力分析[J]. 广西工学院学报, 2008, 19(3): 58-61 |
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| 作者姓名： | 黄肯 郑文静 |
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| 作者单位： | 1. 广西大学,土木建筑工程学院,广西,南宁,540001;广西工学院基建处,广西,柳州,545006
2. 广西工学院基建处,广西,柳州,545006 |
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| 摘 要： | 在现有实验的基础上,利用ANSYS软件,对钢筋混凝土不等肢L形截面柱正截面受力全过程进行了分析。分析结果与实验结果吻合较好。应用ANSYS软件能较为准确地模拟混凝土结构受力的全过程,在实验条件有限的情况下,利用ANSYS软件进行有限元分析,是一种较好的完善实验分析的手段。
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| 关 键 词： | 钢筋混凝土 L形截面柱 正截面承载力 ANSYS有限元分析 |
Analysis of load carrying capacity of asymmetric L sectional column based on ANSYS |
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| HUANG Ken,ZHENG Wen-jing. Analysis of load carrying capacity of asymmetric L sectional column based on ANSYS[J]. Journal of Guangxi University of Technology, 2008, 19(3): 58-61 |
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| Authors: | HUANG Ken ZHENG Wen-jing |
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| Affiliation: | HUANG Ken, ZHENG Wen-jing(1. School of Civil Engineering, Guangxi University, Nanning 540001, China; 2. Guangxi University of Technology, Liuzhou 545006, China) |
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| Abstract: | A simulation of load carrying process of reinforced concrete asymmetric L sectional column based on primary experiments was given by ANSYS software.The results are in good agreement with observations.It shows that the finite element analysis based on ANSYS can simulate loading process of concrete structures correctly.And ANSYS is a good tool for analyzing load carrying capacity in the case of limited experimental conditions. |
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| Keywords: | reinforced concrete L sectional column load carrying capacity of normal-section ANSYS finite element analysis |
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