Mechanism of Fatigue Crack Growth of Bridge Steel Structures

This study was carried out on the background of Sutong Bridge project based on fracture mechanics, aiming at analyzing the growth mechanism of fatigue cracks of a bridge under the load of vehicles. Stress intensity factor (SIF) can be calculated by various methods. Three steel plates with different...

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Main Author: Zhu H.
Format: Article
Language:English
Published: Polish Academy of Sciences 2016-12-01
Series:Archives of Civil Engineering
Subjects:
Online Access:http://www.degruyter.com/view/j/ace.2016.62.issue-4/ace-2015-0103/ace-2015-0103.xml?format=INT
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author Zhu H.
author_facet Zhu H.
author_sort Zhu H.
collection DOAJ
description This study was carried out on the background of Sutong Bridge project based on fracture mechanics, aiming at analyzing the growth mechanism of fatigue cracks of a bridge under the load of vehicles. Stress intensity factor (SIF) can be calculated by various methods. Three steel plates with different kinds of cracks were taken as the samples in this study. With the combination of finite element analysis software ABAQUS and the J integral method, SIF values of the samples were calculated. After that, the extended finite element method in the simulation of fatigue crack growth was introduced, and the simulation of crack growth paths under different external loads was analyzed. At last, we took a partial model from the Sutong Bridge and supposed its two dangerous parts already had fine cracks; then simulative vehicle load was added onto the U-rib to predict crack growth paths using the extended finite element method.
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spelling doaj.art-5d2c12eccefb4d568878707a8655ebb82022-12-22T00:56:14ZengPolish Academy of SciencesArchives of Civil Engineering1230-29452016-12-0162415317010.1515/ace-2015-0103ace-2015-0103Mechanism of Fatigue Crack Growth of Bridge Steel StructuresZhu H.0 Master, College of Civil Engineering, Campus on Avenue Hope, Yancheng Institute of Technology, Yancheng, Jiangsu, 224051, ChinaThis study was carried out on the background of Sutong Bridge project based on fracture mechanics, aiming at analyzing the growth mechanism of fatigue cracks of a bridge under the load of vehicles. Stress intensity factor (SIF) can be calculated by various methods. Three steel plates with different kinds of cracks were taken as the samples in this study. With the combination of finite element analysis software ABAQUS and the J integral method, SIF values of the samples were calculated. After that, the extended finite element method in the simulation of fatigue crack growth was introduced, and the simulation of crack growth paths under different external loads was analyzed. At last, we took a partial model from the Sutong Bridge and supposed its two dangerous parts already had fine cracks; then simulative vehicle load was added onto the U-rib to predict crack growth paths using the extended finite element method.http://www.degruyter.com/view/j/ace.2016.62.issue-4/ace-2015-0103/ace-2015-0103.xml?format=INTStress intensity factorextended finite element methodsimulation of fatigue crack growthbridge
spellingShingle Zhu H.
Mechanism of Fatigue Crack Growth of Bridge Steel Structures
Archives of Civil Engineering
Stress intensity factor
extended finite element method
simulation of fatigue crack growth
bridge
title Mechanism of Fatigue Crack Growth of Bridge Steel Structures
title_full Mechanism of Fatigue Crack Growth of Bridge Steel Structures
title_fullStr Mechanism of Fatigue Crack Growth of Bridge Steel Structures
title_full_unstemmed Mechanism of Fatigue Crack Growth of Bridge Steel Structures
title_short Mechanism of Fatigue Crack Growth of Bridge Steel Structures
title_sort mechanism of fatigue crack growth of bridge steel structures
topic Stress intensity factor
extended finite element method
simulation of fatigue crack growth
bridge
url http://www.degruyter.com/view/j/ace.2016.62.issue-4/ace-2015-0103/ace-2015-0103.xml?format=INT
work_keys_str_mv AT zhuh mechanismoffatiguecrackgrowthofbridgesteelstructures