[1]梁扬滨,曾志兴,陈荣淋,等.钢板笼混凝土短柱轴压性能的数值模拟[J].华侨大学学报(自然科学版),2014,35(1):88-91.[doi:10.11830/ISSN.1000-5013.2014.01.0088]
　LIANG Yang-bin,ZENG Zhi-xing,CHEN Rong-lin,et al.Numerical Simulation for Prefabricated Cage System of Concrete Short Colunmns[J].Journal of Huaqiao University(Natural Science),2014,35(1):88-91.[doi:10.11830/ISSN.1000-5013.2014.01.0088]
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钢板笼混凝土短柱轴压性能的数值模拟()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第35卷
期数:
2014年第1期
页码:
88-91
栏目:
出版日期:
2014-01-20

文章信息/Info

Title:
Numerical Simulation for Prefabricated Cage System of Concrete Short Colunmns
文章编号:
1000-5013(2014)01-0088-04
作者:
梁扬滨;  曾志兴;  陈荣淋;  苏江林;  谌意雄
华侨大学 土木工程学院, 福建 厦门 361021
Author(s):
LIANG Yang-bin;  ZENG Zhi-xing;  CHEN Rong-lin;  SU Jiang-lin;  CHEN Yi-xiong
College of Civil Engineering, Huaqiao University, Xiamen 361021, China
关键词:
钢板笼;  混凝土;  短柱;  轴压性能;  有限元分析
Keywords:
prefabricated cage system;  concrete;  short column;  axial compression behavior;  finite element analysis
分类号:
TU360.2
DOI:
10.11830/ISSN.1000-5013.2014.01.0088
文献标志码:
A
摘要:
基于ANSYS有限元平台,通过考虑材料非线性及相关几何参数,建立钢板笼混凝土短柱的三维有限元数值模型,分析不同配箍特征值下钢板笼混凝土短柱的荷载位移曲线,以及核心混凝土受压强度.结果表明:所建立的钢板笼混凝土短柱轴压有限元数值模拟分析模型是可行的,与试验结果基本吻合.
Abstract:
Based on ANSYS finite element software, considering the material nonlinearity and geometric parameters, the numerical model of concrete short columns with prefabricated cage three-dimensional finite element numerical was established to analyze the short column load-displacement curve under the different stirrup characteristic values, and core concrete compressive strength. It is shown that the finite element model of the prefabricated cage system concrete short columns under axial compression is valid, the numerical simulation results conform with the experimental results.

参考文献/References:

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[7] 中华人民共和国住房和城乡建设部.GB 50011-2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010:64-65.
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[9] 王彬.ANSYS混凝土结构的计算问题[J].工业建筑,2007,37(11):106-112.
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备注/Memo

备注/Memo:
收稿日期: 2013-06-07
通信作者: 曾志兴(1962-),男,教授,主要从事结构工程的研究.E-mail:zhixing@hqu.edu.cn.
基金项目: 国家自然科学基金培育计划专项(JB-ZR1121); 福建省自然科学基金资助项目(2013J01194)
更新日期/Last Update: 2014-01-20