FATIGUE LIMIT MEASURING METHOD OF STEEL BAR IN CONCRETE BASED ON RESIDUAL STRENGTH

Peng Xiuning; Wei Shuying; Zhang Xide

doi:10.13204/j.gyjz200507013

Volume 35 Issue 7

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(7): 43-45

Deng Jun, Huang Peiyan. EFFECT OF TAPERED END AND SPEW FILLETON INTERFACIAL STRESSES IN BEAMS REINFORCED WITH A CFRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 109-112. doi: 10.13204/j.gyjz200709025

Citation:

Peng Xiuning, Wei Shuying, Zhang Xide. FATIGUE LIMIT MEASURING METHOD OF STEEL BAR IN CONCRETE BASED ON RESIDUAL STRENGTH[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(7): 43-45. doi: 10.13204/j.gyjz200507013

Citation:

PDF( 0 KB)

FATIGUE LIMIT MEASURING METHOD OF STEEL BAR IN CONCRETE BASED ON RESIDUAL STRENGTH

doi: 10.13204/j.gyjz200507013

1.
College of Civil and Architectural Engineering,Guangxi University Nanning 530004

Received Date: 2004-12-15
Publish Date: 2005-07-20

Abstract

Abstract

This paper introduces a fatigue limit measuring method of steel bar in concrete based on residual strength, experimental results show that the method can cut down experimental time, reduce discreteness of data, and the precision of data is thus improved.
- residual strength,
- steel bar,
- fatigue limit

FullText(HTML)

References(9)

References

[2] 混凝土疲劳专题组.混凝土受弯构件疲劳可靠性验算方法的研究.见:混凝土结构研究报告选集(3).北京:中国建筑工业出版社,1994.538～59l

Lenschow R. Fatigue of Concrete Structure. Fatigue of Steel and Concrete Structures. IABSE REPORTS,1982(37):15～24

[3] 王光远.结构服役期间的动态可靠度及其维修理论初探.哈尔滨建筑工程学院学报,1990(2):1～9

[4] 欧进萍,吴波.结构概率累积损伤的理论与应用.见:结构工程科学发展青年专家研讨会论文集.国家自然科学基金会,1992

[5] 刘宏玉,冯伟,等.钢筋疲劳性能试验研究.轧钢,2001(1)

[6] 徐灏.疲劳强度.北京:高等教育出版社,1988

[7] 高镇同.疲劳性能测试.北京:国防工业出版社,1980

[8] 赵少汴.抗疲劳设计.北京:机械工业出版社,1994

[9] 林燕清,欧进萍.混凝土疲劳损伤试验中试件初始极限强度的推测方法.哈尔滨建筑大学学报,1997(6):9～20

Relative Articles

[3]	Guo Hongchao, Liu Yunhe, Wang Zhenshan, Ma Hui, Tan Rong. EXPERIMENTAL STUDY OF FATIGUE PROPERTIES OF COMPOSITE ADHESIVE-BOLT-HYBRID CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 31-36. doi: 10.13204/j.gyjz201506007
[4]	Han Xia, Liu Qing, Xu Rui, Shen Hua. EXPERIMENTAL STUDY OF THE INFLUENCE OF BFRP CLOTH U HOOP ON FLEXURAL PROPERTIES OF XINJIANG POPLAR BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 43-46. doi: 10.13204/j.gyjz201506009
[5]	Zhang Xingqiang, Yao Jian. RESEARCH PROGRESS IN STRENGTHENING THEORY OF BENDING STEEL MEMBERS STRENGTHENED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 121-127. doi: 10.13204/j.gyjz201410025
[6]	Li Junjun, Liu Xiaoqing. EXPERIMENTAL STUDY ON RAILWAY PLATE-GIRDER WITH THE EXTERNAL PRE-STRESSED REINFORCEMENT TECHNOLOGY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 120-124,96. doi: 10.13204/j.gyjz201002028
[7]	Zheng Yun, Yue Qingrui, Hui Yunling, Ye Lieping. FRACTURE ANALYSIS OF THE INTERFACE BETWEEN STEEL AND FRP PLATE FOR THE STEEL BEAMS REINFORCED WITH FRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 106-108. doi: 10.13204/j.gyjz200811026
[8]	Yang Na, Long Lihua, Yang Qingshan. THE INTERACTIVE-BUCKLING ANALYSIS OF TAPERED H-SECTION STEEL BEAMS WITH THIN WEB[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 96-100. doi: 10.13204/j.gyjz200701024
[9]	Zhang Ke, Ye Lieping, Yue Qingrui. ANALYSIS OF MAXIMUM TENSIONED PRESTRESS AND INTERFACIAL BOND STRESS OF PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 96-99. doi: 10.13204/j.gyjz200707028
[10]	Xue Wei-chen, Zeng Lei. STATE-OF-THE-ART REPORT ON REINFORCED CONCRETE BEAMS STRENGTHENED WITH CFRP LAMINATES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 12-14. doi: 10.13204/j.gyjz200604004
[11]	Wu Yuan, Sun Baojun. STEEL PLATE-GLUING STRENGTHENING AND SOFTWARE DESIGN ——FLEXURAL AND SHEAR STRENGTHENING OF RC RECTANGULAR BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 82-84. doi: 10.13204/j.gyjz200401024
[12]	Lu Linfeng, Gu Qiang. THE LIMITATION OF WEB DEPTH-THICKNESS RATIO AND SHEAR RESISTANCE OF PORTAL FRAME TAPERED GIRDER[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 74-76,82. doi: 10.13204/j.gyjz200403023