ASSESSMENT OF FATIGUE RELIABILITY OF STEEL CRANE BEAMS IN SERVICE BASED ON DAMAGE CUMULATIVE MODEL

Liu Hongbin; Xing Kuntao

doi:10.13204/j.gyjz200908026

Volume 39 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(8): 111-113

Liu Hongbin, Xing Kuntao. ASSESSMENT OF FATIGUE RELIABILITY OF STEEL CRANE BEAMS IN SERVICE BASED ON DAMAGE CUMULATIVE MODEL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 111-113. doi: 10.13204/j.gyjz200908026

Citation:

Liu Hongbin, Xing Kuntao. ASSESSMENT OF FATIGUE RELIABILITY OF STEEL CRANE BEAMS IN SERVICE BASED ON DAMAGE CUMULATIVE MODEL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 111-113. doi: 10.13204/j.gyjz200908026

Citation:

PDF( 0 KB)

ASSESSMENT OF FATIGUE RELIABILITY OF STEEL CRANE BEAMS IN SERVICE BASED ON DAMAGE CUMULATIVE MODEL

doi: 10.13204/j.gyjz200908026

Liu Hongbin¹,
Xing Kuntao²

1.
1. School of Resources and Civil Engineering,Liaoning University of Science &Technology,Anshan 114051,China;
2.
2. National Engineering Research Center for Diagnosis and Rehabilitation of Industrial Building,Beijing 100088,China

Received Date: 2009-02-24
Publish Date: 2009-08-20

Abstract

Abstract

Regarding the crane load as a stochastic process,an analybic method of steel crane beams in service is proposed based on Miner cumulative fatigue-damage.It is used to assess the fatigue reliability varing with time of a steel crane beam in service.The result shows that the fatigue reliability of the steel crane beam in service decreases with the increasing of the time,which can predict the residual fatingue life of the steel crane beam.
- steel crane beam,
- fatigue reliability,
- cumulative fatigue-damage,
- residual life

FullText(HTML)

References(9)

References

[2] William G Byers,Mark J Marley,Jamshid Mohammadi,et al.FatigueReliability Reassessment Procedures:State-of-the-Art Paper[J].J.Struct.Engrg.,ASCE,1997,123(3):271-285;

The Committee on Fatigue and Fracture Reliability of the Committee onStructural Safety and Reliability of the Structural Divition.FatigueReliability:Introduction[J].Journal of the Structural Division,1982,108(ST1):3-88;

[3] William E Nyman,Fred Moses.Calibration of Bridge Fatigue DesignModel[J].J.Struct.Engrg.,ASCE,1985,111(6):1251-1267;

[4] Surya K Raju,Fredmoses,Charles G Schilling.Reliability Calibrationof Fatigue Evalution and Design Procedures[J].J.Struct.Engrg.,ASCE,1990,116(5):1356-1369;

[5] 陈夏新,戴福忠.铁路钢筋混凝土梁钢筋疲劳可靠评估[C]//全国第三届学术交流会论文集.南京:1992;

[6] 陈厦新,戴福忠.常用铁路桥梁疲劳可靠度研究[C]//全国第四届学术交流会论文集.西安:1995;

[7] Zhao Z,Haldar A,Breen F L Jr.Fatigue-Reliability Evaluation ofSteel Bridges[J].J.Struct.Engrg.,ASCE,1994,120(5):1604-1623;

[8] Wirsching P H.Fatigue-Reliability for Offshore Structures[J].J.Struct.Engrg.,ASCE,1984,110(10):2340-2356;

[9] Animesh Dey,Sankaran Mahadevan.Reliability Estimation with Time-Variant Loads and Resistances[J].J.Struct.Engrg.,ASCE,2000,126(5):612-620.

Relative Articles

[1]	HUANG Ming, YU Weihai. Healthiness Analysis and Remaining Useful Life Prediction for Slopes of Water Diversion Projects Based on Safety Monitoring[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(11): 61-66. doi: 10.3724/j.gyjzG23033008
[2]	ZHONG Chuheng, LONG Yuhua, ZHOU Jinzhi, WU Weixi. Research on Fatigue Reliability and Fatigue Life Prediction of Recycled Aggregate Concrete[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 140-145,83. doi: 10.13204/j.gyjzG21080909
[3]	ZHOU Hongyu, MA Quanzhou, ZHAO Xiaohua, YUAN Hui. ACCUMULATIVE DAMAGE TESTS OF FATIGUE FOR INTERCITY RAIL VIADUCTS UNDER DYNAMIC ACTION OF TRAIN IMPACT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 69-75. doi: 10.13204/j.gyjz201906280002
[7]	Lian Yeda, Wang Xianjie, Zhang Xun'an, Limazie Toi. RESEARCH ADVANCES OF STRUCTURAL SEISMIC CUMULATIVE DAMAGE INDEX[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 118-122,142. doi: 10.13204/j.gyjz201204025
[8]	Xiao Weibing, Xu Dexin, Chen Yueqing, Cheng Xiaoyan. DISCUSSION ON REMAINING SERVICE LIFE OF CONCRETE BRIDGE BEFORE AND AFTER STRENGTHENING BASED ON ASSESSMENT OF DURABILITY CLASS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 84-88. doi: 10.13204/j.gyjz200905018
[9]	Liu Zhiyong, Lv Yonggao, Zhou Xingang, Sunwei. RESEARCH ON [Cl^-]/[OH^-] THRESHOLD VALUES TO DEPASSIVATE REINFORCING BARS EMBEDDED IN CHLORIDE CONTAMINATED CONCRETE AND CARBONATION SERVICE LIFE PREDICATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 50-53. doi: 10.13204/j.gyjz200510016