51. Stability Analysis of High-Pile and high-pier Considering Initial Pier Deviation
- Author
-
Li-Qing Zhang, Ye Ma, Mei-Liang Zhu, and Shun-Kun Jiang
- Subjects
Pier ,Offset (computer science) ,business.industry ,0211 other engineering and technologies ,02 engineering and technology ,Structural engineering ,010501 environmental sciences ,01 natural sciences ,Bridge (interpersonal) ,Stability (probability) ,Finite element method ,Displacement (vector) ,Environmental sciences ,Buckling ,GE1-350 ,021108 energy ,business ,Pile ,0105 earth and related environmental sciences ,Mathematics - Abstract
Based on the high-pile and high-pier bridge of Qianhuang Expressway, eigenvalue buckling analysis is carried out by establishing three-dimensional finite element models of three different bridge types and high-pier types, and the corresponding structural nonlinear buckling loads under different initial pier deviations are calculated. The calculation results show that the nonlinear buckling loads of three high-pier types are less than elastic buckling loads. The stability of column high-pile and high-pier of continuous bridge is better than that of simple supported bridge, and the stability of plate high-pier is better than that of other two high-piers. In addition, the corresponding buckling load decreases with the increase of the initial horizontal displacement, indicating that the pier top offset of the high-pile and high-pier bridge is not conducive to the stability of the structure.
- Published
- 2021
- Full Text
- View/download PDF