EXPERIMENTAL STUDY ON FATIGUE PROPERTY OF STEEL CRANE BEAM STRENGTHENED BY CFRP

Hu Liang; Ouyang Yu; Tu Mufa

doi:10.13204/j.gyjz201012028

Volume 40 Issue 12

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(12): 110-112,3

Hu Liang, Ouyang Yu, Tu Mufa. EXPERIMENTAL STUDY ON FATIGUE PROPERTY OF STEEL CRANE BEAM STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 110-112,3. doi: 10.13204/j.gyjz201012028

Citation:

Hu Liang, Ouyang Yu, Tu Mufa. EXPERIMENTAL STUDY ON FATIGUE PROPERTY OF STEEL CRANE BEAM STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 110-112,3. doi: 10.13204/j.gyjz201012028

Hu Liang, Ouyang Yu, Tu Mufa. EXPERIMENTAL STUDY ON FATIGUE PROPERTY OF STEEL CRANE BEAM STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 110-112,3. doi: 10.13204/j.gyjz201012028

Citation:

Hu Liang, Ouyang Yu, Tu Mufa. EXPERIMENTAL STUDY ON FATIGUE PROPERTY OF STEEL CRANE BEAM STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 110-112,3. doi: 10.13204/j.gyjz201012028

PDF( 0 KB)

EXPERIMENTAL STUDY ON FATIGUE PROPERTY OF STEEL CRANE BEAM STRENGTHENED BY CFRP

doi: 10.13204/j.gyjz201012028

1.
Department of Civil Engineering,Shanghai University,Shanghai 200072,China

Received Date: 2010-06-25
Publish Date: 2010-12-20

Abstract

Abstract

The experiment on fatigue behavior of steel crane beam strengthened by CFRP has been carried out.In the paper,six steel beams are tested with different loads and reinforcement schemes.The result shows that fatigue damage of steel crane beam is brittle,whose stiffness will be decreased shapely and damage will accumulate largely when beam is close to fatigue failure.It also shows the fatigue life of steel crane beam strengthened by CFRP sheet can be increased by 52.94% ～ 85.56% as compared to un-reinforced of steel members.Load-strain curves and damage accumulated factor curves have been drawn.
- CFRP,
- fatigue experiment,
- steel crane beam,
- damage accumulated factor of stiffness

FullText(HTML)

References(5)

References

[2] 陆胜,牛忠荣,胡宗军.CFRP 加固焊接钢结构力学性能研究[J].焊接技术研究,2008,23(105):33-37.

阎石,韩杨.利用CFRP 加固钢吊车梁弯曲疲劳性能试验研究[J].沈阳建筑大学学报,2007,23(4):429-531.

[3] 庞林飞,邱洪兴.基于剩余刚度模型的构件疲劳寿命预测[J].工业建筑,2005,35(增刊):126-130.

[4] 石启印,陆鸣.碳纤维布加固的钢筋混凝土吊车梁的抗弯疲劳性能[J].吉林大学学报,2008,38(1):99-104.

[5] Ha lliwells.In-Service Performance of Glass Reinforced Plastic Composites in Building[J].The Institution of Civil Engineers:Structures and Buildings,2004,157(1):99-104.

Relative Articles

[1]	LIU Bin, YANG Jiaqi, LIU Tianqiao, HU Lili, FENG Peng. Finite Element Analysis of Reinforced Concrete Beams Strengthened with Prestressed CFRP Plates with High Ductility[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 72-80. doi: 10.3724/j.gyjzG23111328
[2]	WANG Changjiang, MA Qingang, ZHANG Yuling, LI Jinbo, YANG Yuntao, ZHANG Nan, XIE Aihua, GAO Zhanjun, ZHANG Xianqing. Experimental Research on Fatigue Performance of Q345qD Steel for Bridges Based on Digital Image[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 157-163,134. doi: 10.13204/j.gyjzG23010509
[3]	DING Xiaobo, WU Meizhong, FANG Wujun, YUAN Fang, GUO Shijie, LI Weiwen, TANG Shiying. Experimental Research on Shear Fatigue Performance of Concrete Beams Reinforced with CFRP Strip Stirrups[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 202-208,42. doi: 10.13204/j.gyjzG22081906
[4]	WANG Qingli, ZHANG Yijing, PENG Kuan. Research on Mechanical Properties of CFRP Confined Concrete-Filled Square Steel Tubular Under Bending-Torsion Load[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 181-188. doi: 10.13204/j.gyjzG21121006
[5]	WANG Wujun, JIE Zhiyu, CHEN Chao. FATIGUE PERFORMANCE OF CRACKED WELDED CRUCIFORM JOINTS STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 181-187. doi: 10.13204/j.gyjzG20011305
[6]	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
[7]	Chen Jiawei, Dan Zeyi, Lin Hong. THE DESIGN OF CRANE BEAM SYSTEM WITH COLUMN REMOVED IN A LARGE STEEL FACTORY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 134-137. doi: 10.13204/j.gyjz201302027
[8]	Ding Yahong, Hao Huimin. RELIABILITY ANALYSIS OF RC CONCRETE BEAMS STRENGTHENED WITH NSM CFRP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 140-144. doi: 10.13204/j.gyjz201211030
[9]	Wang Qingxiang, Wang Xuan. EXPERIMENTAL INVESTIGATION ON THE SEISMIC BEHAVIOR OF SEVERE EARTHQUAKE-DAMAGED GFRP TUBED REINFORCED CONCRETE BRIDGE PIERS REPAIRED WITH WRAPPED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 6-9,5. doi: 10.13204/j.gyjz201110002
[10]	Chang Haosong, Jiang Xinliang, Li Xiaorui, Huang Xinhao, Yang Jianping, Ge Anxiang. FATIGUE PERFORMANCE TESTING AND ANALYSIS OF CRANE GIRDERS FOR A STEEL MAKING PLANT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 127-130. doi: 10.13204/j.gyjz201109029
[11]	Zhang Pu, Zhu Hong, Meng Shaoping, Wu Gang, Liu Xiaoyan. THEROTICAL ANALYSIS AND TEST RESEARCH ON HYBRID EFFECT OF CFRP /BFRP HYBRID FIBER[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 103-107,112. doi: 10.13204/j.gyjz201103020
[12]	Yang Zhao, Dai Shaobin. EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF BRICK WALL STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 124-127. doi: 10.13204/j.gyjz200905028
[13]	Yue Qingrui, Yang Yongxin, Sawulet.Bekey. EXPERIMENTAL STUDY ON NATURAL AGING PROPERTY OF CFRP UNDER DIFFERENT ENVIRONMENTS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(2): 1-3. doi: 10.13204/j.gyjz200802001
[14]	Xie Jian-zhong, Wang Feng-qin, Shi Zhi-qiang. LECTOTYPE OF LIGHT STEEL CRANE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 21-23,42. doi: 10.13204/j.gyjz200606008
[15]	Zhang Xiao-xin, Peng Fu-ming, Li Su-qiu. INSPECTION AND APPRAISAL OF THE STEEL CRANE GIRDER FOR UPGRADING OF CRANE IN A FACTORY BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 92-94. doi: 10.13204/j.gyjz200607025
[16]	Liu Rong-gui, Gong Xiang-hua, Li Cheng-ji, LüZhi-tao, Mei Kui-hua. STUDY ON ANCHORING PROPERTY OF CFRP CABLES FOR STAYED BRIDGES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 29-32,67. doi: 10.13204/j.gyjz200608010
[17]	Ding Ya-hong, Zeng Xian-tao, Wang Xing-guo. THE EXPERIMENTAL STUDY OF CONCRETE BEAMS STRENGTHENED WITH NEAR-SURFACE MOUNTED CFRP[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 89-91. doi: 10.13204/j.gyjz200607024
[18]	Zheng Yun, Ye Lieping, Yue Qingrui. FRACTURE MECHANICS ANALYSIS OF STEEL STRUCTURES WITH FATIGUE DAMAGES STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 79-82. doi: 10.13204/j.gyjz200510024
[19]	Li Rong, Teng Jinguang, YueQingrui. EXPERIMENTAL STUDY ON BOND BEHAVIOR OF NSM CFRP STRIPS-CONCRETE INTERFACE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 31-34. doi: 10.13204/j.gyjz200508007
[20]	Hao Zhen, Cao Shuangyin, Zhai Ruixing, Fang Zhibao. ANALYSIS AND CALCULATION OF SHEAR BEHAVIORS FOR BEAMS STRENGTHENED WITH EXTERNALLY BONDED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 82-84,81. doi: 10.13204/j.gyjz200402024