Long-span CFST arch bridge stability analysis
Li Ju
Abstract
Li Ju
Abstract
This paper introduced the linear and nonlinear stability analysis theory of CFST arch bridge,taking a CFST arch bridge as example,established finite-element analysis model,adopt large general finite element analysis program ANSYS analysed the stability of its construction and operation stage,according to the analysis results point out,nonlinear influence should be considered in the stability analysis of construction and operation stage.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
This paper introduced the linear and nonlinear stability analysis theory of CFST arch bridge,taking a CFST arch bridge as example,established finite-element analysis model,adopt large general finite element analysis program ANSYS analysed the stability of its construction and operation stage,according to the analysis results point out,nonlinear influence should be considered in the stability analysis of construction and operation stage.
Key concepts: Structural engineering, Finite element method, Arch, Arch bridge, Engineering, Stability (learning theory), Bridge (graph theory), Span (engineering)