2014•Guangdong Highway CommunicationsRequires access

Calculation and Analysis of Cable-Pylon Anchorage Structure of A Single Tower Cable-Stayed Bridge based on Full Bridge Finite Element Model

Ziya Zhang

Abstract

A full bridge finite element model has been established in this paper by using the structural simulation analysis for entire bridge. The mesh of the anchorage segment has been refined in the full bridge model to simulate the anchorage structure in detail. The stress distribution of the anchorage structure under the action of dead load and vehicular load has been analyzed and calculated. Some suggestions of anchorage structure have been provided in this paper.

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Available abstract

Key concepts: Pylon, Structural engineering, Bridge (graph theory), Finite element method, Tower, Engineering, Structural load, Stress (linguistics)