Influence of Hoop Coefficient on Dynamic Response of Railway Bridge Protective Frame under Impact Load

Abstract:

The paper analyzes that hoop coefficients of the concrete-filled steel tube influence on dynamic response of the railway bridge height limit protective frame under impact load by using ANSYS/LS-DYNA. Change hoop coefficient of the concrete-filled steel tube structure by changing steel tube wall thickness. The result shows that with increase of steel tube wall thickness, the average impact force of protective frame will increase and the displacement and deformation will reduce, and protective frame can resist greater impact load. It will provide the reference for design of railway bridge height limit protective frame.

• Periodical: Advanced Materials Research (Volumes 291-294)
• Pages: 1321-1326
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.291-294.1321
• Online since: July 2011
• Authors: Ao Tian Ju, Shu Ying Qu, Xing Min Hou, Jin Tian Wang
• Keywords: ANSYS/LS-DNYA, Deformation, Displacement, Hoop Coefficient, Impact Force, Railway Height Limit Protective Frame

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DOI: 10.14359/12996