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基于XFEM的渡槽单向地震动作用下裂纹开展分析

何祥瑞 张华 纪爱丽

水资源与水工程学报2016,Vol.27Issue(1):186-189,194,5.
水资源与水工程学报2016,Vol.27Issue(1):186-189,194,5.DOI:10.11705/j.issn.1672-643X.2016.01.34

基于XFEM的渡槽单向地震动作用下裂纹开展分析

Analysis of crack growth of aqueduct under effect of single dimensional earthquake force based on XFEM

何祥瑞 1张华 1纪爱丽1

作者信息

  • 1. 河海大学 土木与交通学院,江苏南京210098
  • 折叠

摘要

Abstract

Taking bent-type aqueduct as study object,the paper established a linear elastic calculating model with two-dimensional aqueduct of rubber bearings based on ABAQUS platform with XFEM.It calcuated the growth and extension of cracks and the equivalent stress of aqueduct structures during dynamic circulating process under different seismic waves,and analyzed the range of cracks and the damage degree of aqueduct structures.The results show that XFEM can better simulate the crack dehiscence and expansion of aqueduct structure.Both the joints between beam and column,and the bottom of column are the weak parts of anti-seismic of aqueduct structure.

关键词

排架渡槽/橡胶支座/裂纹扩展/XFEM/ABAQUS/单向地震

Key words

bent-type aqueduct/rubber bearings/crack expander/XFEM/ABAQUS/single dimensional earthquake

分类

建筑与水利

引用本文复制引用

何祥瑞,张华,纪爱丽..基于XFEM的渡槽单向地震动作用下裂纹开展分析[J].水资源与水工程学报,2016,27(1):186-189,194,5.

基金项目

国家自然科学基金青年基金项目(50709006) (50709006)

水资源与水工程学报

OACSCDCSTPCD

1672-643X

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