文章摘要
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Journal of Water Resources and Water Engineering[J].,2016,27(1):186-189
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
  
DOI:10.11705/j.issn.1672-643X.2016.01.34
中文关键词: 排架渡槽  橡胶支座  裂纹扩展  XFEM  ABAQUS  单向地震
英文关键词: bent-type aqueduct  rubber bearings  crack expander  XFEM  ABAQUS  single dimensional earthquake
基金项目:国家自然科学基金青年基金项目(50709006)
Author NameAffiliation
HE Xiangrui, ZHANG Hua, JI Aili (河海大学 土木与交通学院 江苏 南京 210098) 
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中文摘要:
      以排架渡槽为研究对象,建立了基于ABAQUS平台的扩展有限元法的二维橡胶支座排架渡槽线弹性计算模型。计算了不同地震波激励下渡槽结构的裂纹开裂扩展及在动态变化循环过程中渡槽结构的等效应力,对比分析了不同地震波作用下渡槽结构的裂纹开裂范围及损伤程度。研究结果表明:XFEM能够较好地模拟渡槽结构的裂纹开裂和扩展情况;连梁与排架柱节点以及排架柱底部是排架渡槽的抗震薄弱部位。
英文摘要:
      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.
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