Experimental Research on Slip Factors of Corroded Slip-Critical Weathering High-Strength Bolted Connections

LAN Tao; LI Zexu; ZHANG Boya; GAO Ruixiang; YOU Yong

doi:10.13204/j.gyjzG23080410

Volume 53 Issue 9

Sep. 2023

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2023 > 53(9): 95-103

LAN Tao, LI Zexu, ZHANG Boya, GAO Ruixiang, YOU Yong. Experimental Research on Slip Factors of Corroded Slip-Critical Weathering High-Strength Bolted Connections[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 95-103. doi: 10.13204/j.gyjzG23080410

Citation:

LAN Tao, LI Zexu, ZHANG Boya, GAO Ruixiang, YOU Yong. Experimental Research on Slip Factors of Corroded Slip-Critical Weathering High-Strength Bolted Connections[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(9): 95-103. doi: 10.13204/j.gyjzG23080410

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Experimental Research on Slip Factors of Corroded Slip-Critical Weathering High-Strength Bolted Connections

doi: 10.13204/j.gyjzG23080410

LAN Tao^1,3,
LI Zexu^{1
,
,},
ZHANG Boya²,
GAO Ruixiang¹,
YOU Yong³

1. CSSC International Engineering Co., Ltd., Beijing 100121, China;
2. Sichuan Provincial Architectural Design and Research Institute Co., Ltd., Chengdu 610041, China;
3. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China

Received Date: 2023-08-04
Available Online: 2023-11-08

Abstract

Abstract

To study the effect of corrosion on the slip factors of weathering high-strength bolts, the slip factor tests under different corrosion times were conducted on 23 high-strength bolted connecting specimens cleaned by sandblasting and manual cleaning. The test includes 10 specimens composed of Q355GNH weathering steel and NHL10 weathering high-strength bolts, 10 specimens composed of Q355B ordinary steel and NHL10 weathering high-strength bolts, and 3 specimens composed of Q355GNH weathering steel and ML20MnTiB ordinary high-strength bolts. The effects of different surface treatments and materials on the slip factors of weathering high-strength bolted connections were studied. The test results showed that the surface treatment had no noticeable effect on the corrosion rate and speed of the steel plates; the bearing capacity of the weathering high-strength bolted connecting specimens after sandblasting was higher, and the slip factors were more stable; for the connecting specimens composed of weathering steel plates and ordinary high-strength bolts, due to the existence of corrosion potential difference, the time for the corrosion rate of weathering steel plates to stabilize was prolonged; at the same corrosion time, the slip factors of the specimens composed weathering steel plate and weathering high-strength bolts were less affected by corrosion, so the specimens would be more suitable for severe corrosion environments.
- weathering steel,
- weathering high-strength bolt,
- connecting specimens,
- salt spray corrosion test,
- slip factor

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References(13)

References

[1]	石永久. 中美建筑钢结构设计方法比较:螺栓连接[J].钢结构(中英文),2020,35(8):33-56.
[2]	DE WOLF J T, YANG J. Relaxation of high-strength bolted connections with galvanized steel[R]. Rocky Hill:University of Connecticut, 1998.
[3]	AHN J H, LEE J M, CHEUNG J H, et al. Clamping force loss of high-strength bolts as a result of bolt head corrosion damage:experimental research A[J]. Engineering Failure Analysis, 2016, 59:509-525.
[4]	郭静,单建,宋九祥. 钢板接合面间隙对摩擦型高强度螺栓的影响[J]. 工业建筑,2005(增刊1):362-365.
[5]	王彦博. 超500 MPa级高强钢抛丸及抛丸后生赤锈表面抗滑移系数试验研究[J]. 建筑结构学报,2018,39(7):162-168.
[6]	陶晓燕,史志强,韩继跃,等. 耐候钢桥的高强度螺栓连接试验研究[J]. 钢结构,2018,33(1):105-108.
[7]	杜富强,刘晓刚,郑云,等.高强耐蚀钢螺栓连接摩擦面抗滑移系数试验研究[J].钢结构,2018,33(10):126-130.
[8]	中华人民共和国住房和城乡建设部. 钢结构工程施工质量验收规范:GB/T 50205-2020[S]. 北京:中国建筑工业出版社,2020.
[9]	中华人民共和国质量监督检验检疫总局. 人造气氛锈蚀试验盐雾试验:GB/T 10125-2012[S]. 北京:中国标准出版社,2013.
[10]	橋本国太郎,築地貴裕,杉浦邦征.腐食劣化した高力ボルト摩擦接合継手の残存耐力に関する研[J].土木学会論文集A1(構造地震工学), 2013(2):159-173.
[11]	中华人民共和国质量监督检验检疫总局. 金属和合金的腐蚀腐蚀试样上腐蚀产物的清除:GB/T 16545-2015[S]. 北京:中国建筑工业出版社,2015.
[12]	中华人民共和国住房和城乡建设部. 钢结构设计标准:GB 50017-2017[S]. 北京:中国建筑工业出版社,2018.
[13]	British Standard Institution. Design of steel structures-Part 1.8:Design of joints:BS EN 1993-1-8:2005[S].London:BSI, 2005.

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