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《Journal of Sichuan University of Science & Engineering(Natural Science Edition)》 2014-01
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Nonlinear Stability Analysis of Hingeless Parabolic Arch

SHEN Chengyue;HUANG Bin;School of Highway,Chang'an University;Six Department of the Second Harbor Engineering Company;  
Based on the finite element program ANSYS 10.0,considering the factors of geometrical nonlinearity and material nonlinearity,the whole elastic-plastic buckling process of hingeless parabolic arch were analyzed.The influence of the initial defects and rise-span ratio of arch structure,which are major factors on ultimate bearing capacity were analyzed.The calculation results showed that the greater the initial defects were,the smaller the ultimate bearing capacity will be;With the increase of rise-span ratio,the limit bearing capacity of hingeless parabolic arch buckling first increased then decreased,with an optimal rise-span ratio in theroy.
【Fund】: 中央高校基本科研业务费专项资金资助(CHD2009JC166)
【CateGory Index】: TU399;TU312.1
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