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Author:

Tianxiong, Z. (Tianxiong, Z..) | Yidu, B. (Yidu, B..) | Yuanqing, W. (Yuanqing, W..) | Zhihua, C. (Zhihua, C..) | Wei, H. (Wei, H..) | Yuekun, H. (Yuekun, H..)

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EI Scopus SCIE

Abstract:

The lack of product specification of stainless steel high-strength bolts has restricted the application of high-strength bolts in stainless steel structures. Existing studies have found that stainless steel bolts experience thread galling during the tightening procedure, making it impossible to apply preload. Different studies have obtained different torque coefficient values. In this paper, a series of tests were carried out on two types of grade 10.9 stainless steel high-strength bolts and two types of ordinary stainless steel bolts, and the tensile strength, shear strength, hardness and preload level were obtained. The results show that the yield strength, tensile strength and elongation after break of the new stainless steel high-strength bolts can reach 1122 MPa, 1147 MPa and 16.3% respectively, proving that the grade 10.9 stainless steel high-strength bolts meet the requirements of the conventional grade 10.9 high-strength bolts. Tightening tests on stainless steel bolts with lubricant were carried out and it was found that the friction-reducing lubrication effect was related to the curing time of the lubricant. The lubricant Molykote D-321R Spray was found to be more effective in reducing friction and preventing thread galling in stainless steel bolts. With the optimum curing time at room temperature of 12 h, the lubricant can reduce the torque coefficient to about 0.080, meeting the torque coefficient limit for high-strength bolts. In the end, the preload level, torque coefficient and torque level for construction for stainless steel high-strength bolts are recommended for engineering applications. © 2023

Keyword:

Curing time Stainless steel High-strength bolts Experiment Lubricant Torque coefficient

Author Community:

  • [ 1 ] [Tianxiong Z.]Department of Civil Engineering, Tsinghua University, Beijing, 100084, China
  • [ 2 ] [Tianxiong Z.]School of Civil Engineering, Tianjin University, Tianjin, 300072, China
  • [ 3 ] [Yidu B.]School of Sustainability, Civil and Environmental Engineering, University of Surrey, GU2 7HX, United Kingdom
  • [ 4 ] [Yidu B.]Department of Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Yuanqing W.]Department of Civil Engineering, Tsinghua University, Beijing, 100084, China
  • [ 6 ] [Zhihua C.]School of Civil Engineering, Tianjin University, Tianjin, 300072, China
  • [ 7 ] [Wei H.]Institute of High Energy Physics, Chinese Academy of Sciences, Beijing, 100049, China
  • [ 8 ] [Yuekun H.]Institute of High Energy Physics, Chinese Academy of Sciences, Beijing, 100049, China

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Source :

Engineering Structures

ISSN: 0141-0296

Year: 2023

Volume: 290

5 . 5 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:19

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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