Analysis on Stress Distribution in Cross Direction and Thermal Stresses in Continious-Rigid-Frame-Arch Bridge
Weigang Liu
Abstract
Weigang Liu
Abstract
Continuous-rigid-frame-arch bridges have such advantages as the high stiffness of continuous rigid-frame bridges and the stronger spanning capacity of arch bridges.This paper takes a continuous-rigid-frame-arch bridge as the object of study,and establishes its three dimensional finite element model using the software ANSYS to study the stress distribution of the box girder in the cross direction and the thermal stresses in the bridge.
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.
Continuous-rigid-frame-arch bridges have such advantages as the high stiffness of continuous rigid-frame bridges and the stronger spanning capacity of arch bridges.This paper takes a continuous-rigid-frame-arch bridge as the object of study,and establishes its three dimensional finite element model using the software ANSYS to study the stress distribution of the box girder in the cross direction and the thermal stresses in the bridge.
Key concepts: Rigid frame, Structural engineering, Arch, Arch bridge, Finite element method, Stiffness, Frame (networking), Bridge (graph theory)