Finite element method simulation of concrete-filled steel tubular arch bridge and dynamic analysis
Wang Ta
Abstract
Wang Ta
Abstract
This paper describes the use of finite element analysis software ANSYS to establish the calculation model of CFST arch bridge.Base on finite element model of bridges,the paper carries on theoretical model analysis and gets the vibration frequency,vibration mode and other dynamic parameters.Meanwhile its mode of vibration characteristics are analyzed and researched.So as to evaluate the dynamic performance of bridge structure.
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 describes the use of finite element analysis software ANSYS to establish the calculation model of CFST arch bridge.Base on finite element model of bridges,the paper carries on theoretical model analysis and gets the vibration frequency,vibration mode and other dynamic parameters.Meanwhile its mode of vibration characteristics are analyzed and researched.So as to evaluate the dynamic performance of bridge structure.
Key concepts: Finite element method, Structural engineering, Vibration, Arch bridge, Bridge (graph theory), Arch, Engineering, Mode (computer interface)