Experimental and Theoretical Study on Stress-Strain Fatigue Properties of High-Strength Steel Bars

YU Genshe; DENG Zongcai; HUANG Song; WANG Jue

doi:10.13204/j.gyjzG21062304

Volume 52 Issue 3

Jul. 2022

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(3): 200-207

YU Genshe, DENG Zongcai, HUANG Song, WANG Jue. Experimental and Theoretical Study on Stress-Strain Fatigue Properties of High-Strength Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 200-207. doi: 10.13204/j.gyjzG21062304

Citation:

YU Genshe, DENG Zongcai, HUANG Song, WANG Jue. Experimental and Theoretical Study on Stress-Strain Fatigue Properties of High-Strength Steel Bars[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 200-207. doi: 10.13204/j.gyjzG21062304

Citation:

PDF( 3193 KB)

Experimental and Theoretical Study on Stress-Strain Fatigue Properties of High-Strength Steel Bars

doi: 10.13204/j.gyjzG21062304

1. School of Civil Engineering, Central South University, Changsha 410075, China;
2. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China;
3. China Communications Construction Third Highway Engineering Co., Ltd., Beijing 101304, China

Received Date: 2021-06-23

Abstract

Abstract

In order to compare the fatigue characteristics of high-strength steel bars with that of HRB400 steel bars, the allowable stress amplitudes of HRB600E and HRB500E steel bars were obtained through stress and strain fatigue tests, and the effects of diameters of steel bars and fatigue loading frequencies on the allowable stress amplitudes were analyzed; the stress-strain cycling properties of high-strength steel bars under constant-amplitude strain fatigue were studied and Coffin-Manson and Hollomon formulas and three-parameter fatigue formulas were established. Energy dissipation toughness was used for the first time to evaluate the capability of steel bars to dissipate seismic energy during strain fatigue (or repeated earthquake action). The test showed that the low cycle fatigue life of strain and cycle toughness of HRB500E steel bars produced by V-N microalloying were better than those of HRB500E steel bars produced by V-N-N_b method; high-strength steel bars were of benefit to improving their fatigue lifes, allowable stress amplitudes and total energy dissipation toughness. The total energy-consuming toughness was related to the strain amplitudes, increasing the strain amplitude decreased the total energy-consuming toughness; the fatigue life of T63E high strength steel bars was longer than that of HRB400 steel bars under the same strain amplitude. Finally, the relation between the total strain amplitude and the loss coefficient of strength or the plastic strain range was established.
- high-strength steel bars,
- stress fatigue,
- strain fatigue,
- seismic resistance,
- fatigue parameters

FullText(HTML)

References(11)

References

[1]	中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010-2010[S].北京:中国建筑工业出版社,2010.
[2]	中华人民共和国交通运输部.公路钢筋混凝土及预应力混凝土桥涵设计规范:JTG 3362-2018[S].北京:人民交通出版社,2018.
[3]	吕煜坤,赵雪柔,石拓.不同生产工艺的500 MPa抗震钢筋高应变低周疲劳性能分析[J].西安工业大学学报,2019,39(3):194-202.
[4]	孙传智,缪长青,李爱群,等.630 MPa超高强钢筋低周疲劳性能试验研究[J].建筑结构学报,2021,42(4):194-202.
[5]	杨红,冉小峰,谢琴.抗震钢筋考虑屈曲的低周疲劳性能和变形能力研究[J].建筑结构学报,2021,42(3):102-113.
[6]	中华人民共和国国家质量监督检验检疫总局.金属材料拉伸试验第1部分室温试验:GB/T 228.1-2010[S].北京:中国标准出版社,2010.
[7]	中华人民共和国国家质量监督检验检疫总局.钢筋混凝土用钢材试验方法:GB/T 28900-2012[S].北京:中国标准出版社,2012.
[8]	盛光敏.钢筋的抗震性能问题[C]//2009全国建筑钢筋生产设计与应用技术交流研讨会.2009.
[9]	邓宗才,姚军锁.高强箍筋约束超高性能混凝土柱轴压性能[J].复合材料学报,2020,37(10):2590-2601.
[10]	高立,左工.基于Reinforcing Steel本构的高强钢筋混凝土柱纤维模型研究[J].世界地震工程,2021,37(3):129-137.
[11]	张耀庭,赵璧归,李瑞鸽,等.HRB400钢筋单调拉伸及低周疲劳性能试验研究[J].工程力学,2016,33(4):121-129.

Relative Articles

[1]	Shi Gang, Zhang Jianxing. FATIGUE TEST OF HIGH STRENGTH STEEL Q460D[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 6-10. doi: 10.13204/j.gyjz201403004
[2]	Zhao Lingxian, Zheng Qizhen, Yang Jue, Liu Guojun, Ye Minjian. INSERTING LAYERS RECONSTRUCTION DESIGN FOR AN INDUSTRIAL WORKSHOP[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 162-166.
[3]	Zhou Zhiyun, Zhan Yawei, Yang Jue, Yang Fei, Han Mingzhen. DETECTION AND REINFORCEMENT OF AN EXCELLENT HISTORIC BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 166-171.
[4]	Liu Chengqing, Li Junjun, Sun Xiaodan. THE ASEISMIC REINFORCEMENT OF STRUCTURE FOR PENGSHAN SPORTS CENTER[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 135-138. doi: 10.13204/j.gyjz201406029
[5]	Zhu Lanlan, Zheng Qizhen, Wang Dong, Yang Jue. SEISMIC APPRAISAL AND STRENGTHENING DESIGN OF A STOREY-ADDING-FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 160-163,65. doi: 10.13204/j.gyjz201201031
[6]	Li Xiaomin, Zhou Baiqing. REINFORCEMENT OF A BRICK-CONCRETE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 158-160,7. doi: 10.13204/j.gyjz201206033
[7]	Jin Hugen. SOME REGULATIONS OF REBAR FOR CONCRETES STRUCTURE IN CHINA CODE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 118-120. doi: 10.13204/j.gyjz201208024
[8]	Zhao Zuozhou, Liu Qingzhi, Kang Hongzhen, Qian Jiaru. A SURVEY OF BRACING FORMS IN BRACED FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 79-84,125. doi: 10.13204/j.gyjz201108020
[9]	Wang Xinling, Duan Hongwei, LüZhenya. THE EXPERIMENTAL RESEARCH ON FATIGUE PERFORMANCE OF PRESTRESSED CONCRETE GIRDER WITH HRBF500 STEEL BAR FOR HIGH SPEED RAILWAY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 22-26. doi: 10.13204/j.gyjz201011007
[10]	Zhou Zhanxue, Ma Jiansuo, Zhang Hai. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC PERFORMANCE OF BAILIN TEMPLE PAGODA[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 74-76,63. doi: 10.13204/j.gyjz201002017
[11]	Ding Xiaoling. THE SEISMIC ANALYSIS OF AN IRREGULAR-SHAPED PILLAR FRAMEWORK OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 51-54. doi: 10.13204/j.gyjz201005010
[12]	Miao Xiaolong. INTROSPECTION ON DISASTER PREVENTION IN URBAN AND RURAL AREAS AFTER WENCHUAN EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 1-6,55. doi: 10.13204/j.gyjz200901001
[13]	Li Yonglu, Geng Shujiang, Zhang Wenge, Xi Xiangdong, Zhu Lihua. HOWTO ENHANCE EARTHQUAKE RESISTANT CAPACITY OF INDUSTRIAL BUILDINGS FROM THE WENCHUAN EARTHQUAKE DISASTER[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 16-19. doi: 10.13204/j.gyjz200901003
[14]	Yang Zugui, Liu Shuo. THE CONCEPTION OF AN ANTI-EARTHQUAKE ECOTYPE HOUSE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 50-51. doi: 10.13204/j.gyjz200901010
[15]	Chen Dachuan, Ouyang Pan. CONSTRUCTION QUALITY CONTROL OF FERROCEMENT MORTAR[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 28-29,37. doi: 10.13204/j.gyjz200908008
[16]	Xie Qun, Lu Zhou-dao, Yu Jiang-tao. SUMMARY OF ANCHOR BEHAVIOR UNDER SEISMIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 73-74. doi: 10.13204/j.gyjz200604022
[17]	Zhu Yingjie, Lang Bin, Wang Shifeng. A MULTI-FUNCTION COMPOSITE BEARING SLAB[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 66-67,89. doi: 10.13204/j.gyjz200503023
[18]	Huang Yasheng, Chen Xiaobao, Ma Hongwang, Yang Jianjun, LüMengying. THE MINIMUM DEPTH OF THE GIRDER OF PRESTRESSED CONCRETE FRAME DUE TO REQUIREMENT OF PRESTRESS DEGREE FOR ASEISMIC DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 14-16. doi: 10.13204/j.gyjz200506004
[19]	Yao Weiguo, Liu Fengge. STRUCTURAL STRENGTHENING IN RENOVATION OF THE ART GALLERY OF CHINA[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 1-3. doi: 10.13204/j.gyjz200406001