EFFECT OF AMBIENT TEMPERATURE ON CORROSION OF REINFORCEMENT IN REINFORCED CONCRETE STRUCTURES

Jiang Xiaojing; Song Xiaobing; Wang Wei

doi:10.13204/j.gyjz200405004

Volume 34 Issue 5

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(5): 11-14

ZHU Qunhong, TONG Ji, TONG Genshu. Effects of Openings on Steel Beams and its Design Suggestions[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 90-97. doi: 10.13204/j.gyjzG21122107

Citation:

Jiang Xiaojing, Song Xiaobing, Wang Wei. EFFECT OF AMBIENT TEMPERATURE ON CORROSION OF REINFORCEMENT IN REINFORCED CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 11-14. doi: 10.13204/j.gyjz200405004

ZHU Qunhong, TONG Ji, TONG Genshu. Effects of Openings on Steel Beams and its Design Suggestions[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 90-97. doi: 10.13204/j.gyjzG21122107

Citation:

PDF( 0 KB)

EFFECT OF AMBIENT TEMPERATURE ON CORROSION OF REINFORCEMENT IN REINFORCED CONCRETE STRUCTURES

doi: 10.13204/j.gyjz200405004

1.
School of Naval Ocean and Civil Engineering Shanghai Jiaotong University Shanghai 200240

Received Date: 2003-11-16
Publish Date: 2004-05-20

Abstract

Abstract

Through the analysis of the corrosion mechanism of reinforcement and its influencing factors, using the relation between the macroscopical phenomenon and micro mechanism and the theory of anodic control/cathodic control, two experimental devices were designed.Through the relationship of the corrosion current and the corrosion rate, the effect of ambient temperature on the corrosion rate of the reinforcement can be got.
- reinforced concrete,
- ambient temperature,
- corrosion rate,
- corrosion current

FullText(HTML)

References(4)

References

[2] Schiessl P,Raupach M.Chloridinduzierte Korrosion von Stahl im Beton,Beton Informationen,1990,30:43～55

Tuutti,K.Service Life of Structures with Regard to Corrosion of Embedded Steel.Rilem Quality Control of Concrete Structures.Stockholm,Sweden:1979.293～299

[3] Vargova M.Significance of the Ambient Temperature and the Steel Material in the Process of Concrete Reinforcement Corrosion.Construction and Materials,1997,11(2):99～103

[4] 宋晓冰.钢筋混凝土结构中的钢筋腐蚀:[博士学位论文].北京:清华大学,1999

Relative Articles

[1]	PAN Yinggui, TIAN Shui, GU Qian, MEI Yu'an, HU Fei, CHENG Peng. Research on Deflection of Insulating Glass Under Wind Load[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 153-159. doi: 10.3724/j.gyjzG22011910
[2]	CHU Liusheng, YAN Zenghui, TIAN Ye, YUAN Chengfang. A Resilience Model for Joints Between Steel-Reinforced Concrete Columns and Steel Beams Considering the Effect of Floor Slabs in a Shear Failure Mode[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 175-181,90. doi: 10.13204/j.gyjzG20122911
[3]	KONG Deliang, XU Shanhua, NIE Biao. EXPERIMENTAL RESEARCH ON FLEXURAL PROPERTIES OF CORRODED H-SHAPED STEEL BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 98-103. doi: 10.13204/j.gyjzG20102707
[4]	Liu Yang, Tong Lewei. CRITICAL LATERAL SLENDERNESS RATIO OF STEEL BEAMS IN PLASTIC DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 132-139. doi: 10.13204/j.gyjz201405029
[5]	Shen Jiajia, Tong Genshu, Deng Hua. STUDY ON SOME KEY PROBLEMS RELATED TO CRANE BEAM-RAIL SYSTEM UNDER WHEEL PRESSURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 132-139. doi: 10.13204/j.gyjz201410027
[6]	Tong Genshu. A RESTUDY ON STABILITY OF STEEL BEAMS: RECENT RESEARCHES IN CHINA AND SUGGESTIONS( Ⅳ)[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 146-151.
[7]	Tong Genshu. A RESTUDY ON STABILITY OF STEEL BEAMS(Ⅲ):COMPARISON AMONG CODES AND RELIABILITY ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 162-168. doi: 10.13204/j.gyjz201403032
[8]	A RESTUDY ON STABILITY OF STEEL BEAMS: INTERNATIONAL TESTS AND THEORETICAL ANALYSES( Ⅱ)[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(02): 142-146. doi: 10.13204/j.gyjz201402030
[9]	Zhang Peng, Nie Wei, Deng Yu, Qu Jian, Liu Fengtao, Ling Yaqing, Ji Shuai. EXPERIMENTAL STUDY AND CALCULATION ON DEFLECTION OF THE NEW CFRP-PCPS CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 78-81,103. doi: 10.13204/j.gyjz201312014
[10]	Liang Xingwen, Chen Difa, Huang Xiaokun, Zhu Aiping. CALCULATION METHOD FOR DEFLECTION OF REINFORCED CONCRETE TWO-WAY SLAB-AND-BEAM FLOOR SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 71-75. doi: 10.13204/j.gyjz201304015
[11]	Nie Jianguo, Zhu Dan. EXPERIMENTAL STUDY ON PULLING CAPABILITY OF CONCRETE WALL-STEEL BEAM T-PLATE PIN JOINT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 149-155. doi: 10.13204/j.gyjz201312028
[12]	Zheng Yun, Yue Qingrui, Chen Xuan, Li Zhongyu. FATIGUE TEST RESEARCH ON CFRP STRENGTHENED STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 148-152. doi: 10.13204/j.gyjz201305031
[13]	Zhang Xuqiao, Guo Yanlin, Jiang Ziqin. SHEAR AND BEND-CARRYING CAPACITY OF H-SHAPED MEMBERS WITH SINUSOIDAL CORRUGATED WEB WITH OPENINGS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 37-44. doi: 10.13204/j.gyjz201207005
[14]	Wang Mingping, Zhang Ziqiong, Geng Shujiang. EXPERIMENT OF REINFORCED CONCRETE SIMPLY SUPPORTED BEAM WITH 500MPa RIBBED CARBON BARS UNDER BENDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 39-42. doi: 10.13204/j.gyjz200708011
[15]	Fu Guang-yao. ANALYSIS OF THE STRESS AND DEFLECTION OF A MULTI-SPAN LIGHT GAUGE STEEL FLOORCONTINUOUS MAIN-BEAM WITH TESTING AND THEORETICAL METHODS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 85-87. doi: 10.13204/j.gyjz200604026
[16]	Li Shulin, Li Shuxiang, Wan Bo, Li Ying. ANALYSIS AND DESIGN OF THE CRANE INSTALLED ON TOP OF THE EXISTING FRAMEWORK BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 98-101,105. doi: 10.13204/j.gyjz200611024
[17]	Ye Lieping, Zhuang Jiangbo, Zeng Pan, Zhou Xiaorong, ShaWulieti, Yang Yongxin. EXPERIMENTAL STUDY ON REINFORCED CONCRETE T- BEAMS STRENGTHENED WITH PRESTRESSED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 7-12. doi: 10.13204/j.gyjz200508003
[18]	Zhong Chunling, Yin Xinsheng, Zou Chaoying, Liu M ing. A NEW ELASTIC ANALYSIS OF FLAT SLAB[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 88-90,93. doi: 10.13204/j.gyjz200411024
[19]	Xiong Xueyu, Wang Shousheng. THE DEFLECTION CALCULATION OF EXTERNALLY PRESTRESSED CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 12-15. doi: 10.13204/j.gyjz200407003
[20]	Li Peng, Xu Dexing, Zhang Hanmin. EXPERIMENTAL RESEARCH ON STRENGTHENING STEEL STRUCTURES WITH CARBON FIBER REINFORCED POLYMER[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 91-92,98. doi: 10.13204/j.gyjz200407027

Supplements(0)

Cited By

Cited by

Periodical cited type(3)

1.	齐玉龙. 腹板开多洞H型钢梁受弯承载力分析及研究. 山西建筑. 2025(04): 63-66+91 .
2.	童根树. 钢梁开孔后孔边加劲肋的简化. 钢结构(中英文). 2023(05): 43-45 .
3.	林祥武. 钢结构受弯构件设计与施工技术研究——以福州某医院项目为例. 海峡科学. 2022(06): 62-65 .

Other cited types(3)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (125) PDF downloads(95)