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2011•Guangdong Highway CommunicationsRequires access

Study on bearing capacity evaluation of double curved arch bridge

Deng Shao-wei

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Abstract

Following the development of tranport,double curved arch bridge as one kind of early stage bridges could not meet the requirements of modern traffic development.In this paper the disease and its characteristics reasons of double curved arch bridge has been investigated.The method of double curved arch actual bearing capacity evaluation by using load test has been studied.How to build a proper finite element model for the evaluation has been particularly studied.This paper could provide some references for the similar project.

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What this paper is about

Following the development of tranport,double curved arch bridge as one kind of early stage bridges could not meet the requirements of modern traffic development.In this paper the disease and its characteristics reasons of double curved arch bridge has been investigated.The method of double curved arch actual bearing capacity evaluation by using load test has been studied.How to build a proper finite element model for the evaluation has been particularly studied.This paper could provide some references for the similar project.

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Available abstract

Following the development of tranport,double curved arch bridge as one kind of early stage bridges could not meet the requirements of modern traffic development.In this paper the disease and its characteristics reasons of double curved arch bridge has been investigated.The method of double curved arch actual bearing capacity evaluation by using load test has been studied.How to build a proper finite element model for the evaluation has been particularly studied.This paper could provide some references for the similar project.

Key concepts: Arch, Bridge (graph theory), Structural engineering, Bearing capacity, Arch bridge, Finite element method, Bearing (navigation), Engineering

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