A State-of-the-Art Review on Fatigue Life Assessment of Steel Bridges

被引：60
|
作者：
Ye, X. W. [1 ]
Su, Y. H. [2 ]
Han, J. P. [2 ]
机构：
[1] Zhejiang Univ, Dept Civil Engn, Hangzhou 310058, Zhejiang, Peoples R China
[2] Lanzhou Univ Technol, Key Lab Disaster Prevent & Mitigat Civil Engn Gan, Lanzhou 730050, Peoples R China
来源：
MATHEMATICAL PROBLEMS IN ENGINEERING | 2014年 / 2014卷
基金：
高等学校博士学科点专项科研基金; 美国国家科学基金会;
关键词：
FINITE-ELEMENT RELIABILITY; HOT-SPOT STRESS; STRAIN CONCENTRATION FACTORS; HEALTH MONITORING-SYSTEM; PROBABILISTIC FATIGUE; WELDED-JOINTS; STRUCTURAL SYSTEMS; PREDICTION; STRENGTH; DAMAGE;
D O I：
10.1155/2014/956473
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
Fatigue is among the most critical forms of damage potentially occurring in steel bridges, while accurate assessment or prediction of the fatigue damage status as well as the remaining fatigue life of steel bridges is still a challenging and unsolved issue. There have been numerous investigations on the fatigue damage evaluation and life prediction of steel bridges by use of deterministic or probabilistic methods. The purpose of this review is devoted to presenting a summary on the development history and current status of fatigue condition assessment of steel bridges, containing basic aspects of fatigue, classical fatigue analysis methods, data-driven fatigue life assessment, and reliability-based fatigue condition assessment.
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页数：13
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