Experimental study on mechanical properties and tightening method of stainless steel high-strength bolts

•Tensile strength, shear strength, hardness and preload level of grade 10.9 stainless steel high-strength bolts were obtained and compared with requirements of the conventional grade 10.9 high-strength bolts.•Tightening tests on stainless steel bolts with lubricant were carried out.•The friction-red...

Full description

Saved in:
Bibliographic Details
Published inEngineering structures Vol. 290; p. 116176
Main Authors Tianxiong, Zhang, Yidu, Bu, Yuanqing, Wang, Zhihua, Chen, Wei, He, Yuekun, Heng
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.09.2023
Subjects
Online AccessGet full text

Cover

Loading…
Abstract •Tensile strength, shear strength, hardness and preload level of grade 10.9 stainless steel high-strength bolts were obtained and compared with requirements of the conventional grade 10.9 high-strength bolts.•Tightening tests on stainless steel bolts with lubricant were carried out.•The friction-reducing lubrication effect is related to lubricant type as well as the curing time of the lubricant.•The torque coefficient can be reduced to 0.080, with recommended lubricant and curing time, meeting the torque coefficient limit for high-strength bolts. 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.
AbstractList •Tensile strength, shear strength, hardness and preload level of grade 10.9 stainless steel high-strength bolts were obtained and compared with requirements of the conventional grade 10.9 high-strength bolts.•Tightening tests on stainless steel bolts with lubricant were carried out.•The friction-reducing lubrication effect is related to lubricant type as well as the curing time of the lubricant.•The torque coefficient can be reduced to 0.080, with recommended lubricant and curing time, meeting the torque coefficient limit for high-strength bolts. 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.
ArticleNumber 116176
Author Yidu, Bu
Yuekun, Heng
Yuanqing, Wang
Tianxiong, Zhang
Zhihua, Chen
Wei, He
Author_xml – sequence: 1
  givenname: Zhang
  surname: Tianxiong
  fullname: Tianxiong, Zhang
  organization: Department of Civil Engineering, Tsinghua University, Beijing 100084, PR China
– sequence: 2
  givenname: Bu
  surname: Yidu
  fullname: Yidu, Bu
  email: y.bu@surrey.ac.uk
  organization: School of Sustainability, Civil and Environmental Engineering, University of Surrey, GU2 7HX, UK
– sequence: 3
  givenname: Wang
  surname: Yuanqing
  fullname: Yuanqing, Wang
  organization: Department of Civil Engineering, Tsinghua University, Beijing 100084, PR China
– sequence: 4
  givenname: Chen
  surname: Zhihua
  fullname: Zhihua, Chen
  organization: School of Civil Engineering, Tianjin University, Tianjin 300072, PR China
– sequence: 5
  givenname: He
  surname: Wei
  fullname: Wei, He
  organization: Institute of High Energy Physics, Chinese Academy of Sciences, Beijing 100049, PR China
– sequence: 6
  givenname: Heng
  surname: Yuekun
  fullname: Yuekun, Heng
  organization: Institute of High Energy Physics, Chinese Academy of Sciences, Beijing 100049, PR China
BookMark eNqNkE1LAzEQhoNUsK3-BvMHds1Hd7N78FBK_QDBi55DNpntpmyTkqRi_70pFQ9e9DTD8D7DzDNDE-cdIHRLSUkJre-2JbhNTOGgU8kI4yWlNRX1BZrSRvBCcMYnaEroghaEtfUVmsW4JYSwpiFTNKw_9xDsDlxSI47pYI7YO7wDPShndZ7tg8-JZCFi5QxOdjMkcNZtcigN3mDfZ05ZN0KMuQMY8ZBDRb4pX5YG3PkxxWt02asxws13naP3h_Xb6ql4eX18Xi1fCs1plYpFbzSrhFJtTwhlpGlrrSvTKtKZTpteAO8060jLeFN1RuRuQXtBoBGsM6bnc3R_3quDjzFAL7VNKlnvUlB2lJTIkza5lT_a5EmbPGvLvPjF77MeFY7_IJdnEvJ7HxaCjNqC02BsgJw13v654wuS_pNu
CitedBy_id crossref_primary_10_1016_j_engfailanal_2024_108783
crossref_primary_10_1061_JMCEE7_MTENG_17883
crossref_primary_10_1016_j_engfailanal_2025_109431
Cites_doi 10.1016/S0300-9440(97)00062-3
10.1016/j.jcsr.2005.09.009
10.1016/S0924-0136(96)00037-4
10.24425/ace.2022.143034
10.1016/j.jcsr.2008.07.009
10.2478/v10172-012-0161-x
10.1016/j.acme.2013.05.012
10.1016/j.engstruct.2016.08.057
10.3390/buildings12020172
10.1002/stco.201710038
10.1016/j.jcsr.2018.07.004
10.1016/j.jmatprotec.2007.12.082
10.1016/S0143-974X(99)00097-8
10.1002/pse.190
10.1115/1.1338481
10.3390/ma15165672
10.2478/ceer-2018-0058
10.1002/stco.201710041
10.1016/S0924-0136(96)02535-6
10.1016/S0143-974X(02)00018-4
10.1016/j.engstruct.2020.111778
10.1002/masy.200690010
ContentType Journal Article
Copyright 2023
Copyright_xml – notice: 2023
DBID AAYXX
CITATION
DOI 10.1016/j.engstruct.2023.116176
DatabaseName CrossRef
DatabaseTitle CrossRef
DatabaseTitleList
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
EISSN 1873-7323
ExternalDocumentID 10_1016_j_engstruct_2023_116176
S0141029623005904
GroupedDBID --K
--M
-~X
.~1
0R~
1B1
1~.
1~5
4.4
457
4G.
5GY
5VS
7-5
71M
8P~
9JN
AABNK
AACTN
AAEDT
AAEDW
AAIAV
AAIKJ
AAKOC
AALRI
AAOAW
AAQFI
AAXUO
ABFNM
ABJNI
ABMAC
ABQEM
ABQYD
ABYKQ
ACDAQ
ACGFS
ACIWK
ACLVX
ACRLP
ACSBN
ADBBV
ADEZE
ADTZH
AEBSH
AECPX
AEKER
AENEX
AFKWA
AFRAH
AFTJW
AGHFR
AGUBO
AGYEJ
AHHHB
AHJVU
AIEXJ
AIKHN
AITUG
AJOXV
ALMA_UNASSIGNED_HOLDINGS
AMFUW
AMRAJ
ATOGT
AXJTR
BJAXD
BKOJK
BLXMC
CS3
DU5
EBS
EFJIC
EFLBG
EO8
EO9
EP2
EP3
FDB
FIRID
FNPLU
FYGXN
G-Q
GBLVA
IHE
IMUCA
J1W
JJJVA
KOM
LY7
M41
MO0
N9A
O-L
O9-
OAUVE
OZT
P-8
P-9
P2P
PC.
Q38
RNS
ROL
RPZ
SCC
SDF
SDG
SDP
SES
SEW
SPC
SPCBC
SSE
SST
SSZ
T5K
TN5
XPP
ZMT
~02
~G-
29G
AAQXK
AATTM
AAXKI
AAYWO
AAYXX
ABEFU
ABWVN
ABXDB
ACNNM
ACRPL
ACVFH
ADCNI
ADMUD
ADNMO
AEIPS
AEUPX
AFJKZ
AFPUW
AFXIZ
AGCQF
AGQPQ
AGRNS
AI.
AIGII
AIIUN
AKBMS
AKRWK
AKYEP
ANKPU
APXCP
ASPBG
AVWKF
AZFZN
BNPGV
CITATION
EJD
FEDTE
FGOYB
G-2
HVGLF
HZ~
R2-
RIG
SET
SSH
VH1
WUQ
ZY4
ID FETCH-LOGICAL-c315t-4fdc257aa9f00120896cc5d9a0bdbcdf7e3bc2b092385bd7b0941f70e872bddf3
IEDL.DBID .~1
ISSN 0141-0296
IngestDate Tue Jul 01 01:22:04 EDT 2025
Thu Apr 24 23:01:15 EDT 2025
Fri Feb 23 02:35:26 EST 2024
IsPeerReviewed true
IsScholarly true
Keywords Curing time
Torque coefficient
High-strength bolts
Stainless steel
Experiment
Lubricant
Language English
LinkModel DirectLink
MergedId FETCHMERGED-LOGICAL-c315t-4fdc257aa9f00120896cc5d9a0bdbcdf7e3bc2b092385bd7b0941f70e872bddf3
ParticipantIDs crossref_citationtrail_10_1016_j_engstruct_2023_116176
crossref_primary_10_1016_j_engstruct_2023_116176
elsevier_sciencedirect_doi_10_1016_j_engstruct_2023_116176
ProviderPackageCode CITATION
AAYXX
PublicationCentury 2000
PublicationDate 2023-09-01
2023-09-00
PublicationDateYYYYMMDD 2023-09-01
PublicationDate_xml – month: 09
  year: 2023
  text: 2023-09-01
  day: 01
PublicationDecade 2020
PublicationTitle Engineering structures
PublicationYear 2023
Publisher Elsevier Ltd
Publisher_xml – name: Elsevier Ltd
References EN ISO 3506-1:2020. Mechanical properties of corrosion-resistant stainless steel fasteners - Part 1: Bolts, screws and studs with specified grades and property classes. Brussels: European Committee for Standardization (CEN), 2020.
EN 1993-1-4:2016/A1:2015. Eurocode 3: Design of steel structures - Part 1.4: General rules - Supplementary rules for stainless steels. Brussels: European Committee for Standardization (CEN), 2015.
GB/T 1231-2006, Specifications of high strength bolts with large hexagon head, large hexagon nuts, plain washers for steel structures. Beijing: Standards Press of China, 2006. (in Chinese).
iMETRUM. Video Gauge - How it works. [2020-01-02].
SSBS 310-2013. Sets of stainless steel high strength hexagon bolt, hexagon nut and plain washers for structural joints. Japan Steel Construction Association, 2013. (in Japanese).
JGJ 82–2011 (b0220) 2011
Chybiński, Polus (b0020) 2018; 28
Li, Wang, Peng, Li, Wang, Shen (b0135) 2008; 207
Sadowski, Kneć (b0195) 2013; 58
Zheng B, Wang J, Gu Y, Shu G, Xie J and Jiang Q. Experimental study on stainless steel high-strength bolted slip-resistant connections. Engineering Structures, 2021, 231: 111778. Doi: 10.1016/j.engstruct.2020.111778.
Pascual-Sánchez, Martín-Martínez (b0230) 2006; 233
Steel design guide 27 structural stainless steel. American Institute of Steel Construction: Chicago, IL, USA, 2013.
CECS 410:2015. Technical Specification for Stainless Steel Structures. Beijing: China Planning Press, 2015. (in Chinese).
Stainless Steel Building Structures Association. Japanese standard for design of stainless steel building structures, 2nd ed. Tashiro Press, 2001. (in Japanese).
GB, T 3098.6-2014. (b0035) 2014
Wang, Guan, Zhang, Yang (b0075) 2013; 29
Rasmussen (b0180) 2003; 59
Szewczyk, Kudyba (b0200) 2022; 12
Wegmann (b0225) 1997; 32
Wang, Yang, Guan, Zhang (b0080) 2015; 31
Stranghöner, Jungbluth, Abraham, Söderman (b0105) 2017; 10
GB 50017-2017, Code for design of steel structures. Beijing: China Architecture & Building Press, 2018. (in Chinese).
Afzali, Stranghöner, Pilhagen, Manninen, Schedin (b0090) 2019; 152
EN ISO 4775:1984. Hexagon nuts for high-strength structural bolting with large width across flats - Product grade B - Property classes 8 and 10. Brussels: European Committee for Standardization (CEN), 1984.
AS/NZS 4673:2001. Cold-formed stainless steel structures. Sydney: Standards Australia, 2001.
GB 50205–2020 (b0115) 2020
Li, Luo, Yeung, Lau (b0125) 1997; 69
EN ISO 898-1:2013. Mechanical properties of fasteners made of carbon steel and alloy steel - Part 1: Bolts, screws and studs with specified property classes - Coarse thread and fine pitch thread. Brussels: European Committee for Standardization (CEN), 2013.
Chybiński, Dębiński, Glema, Grzymisławska, Jezierski, Polus (b0190) 2022
Gardner (b0005) 2005; 7
EN ISO 7416:1984. Plain washers, chamfered, hardened and tempered for high-strength structural bolting. Brussels: European Committee for Standardization (CEN), 1984.
.
Gajewski, Garbowski (b0205) 2014; 14
Gardner, Baddoo (b0015) 2006; 62
GB/T 20878-2007, Stainless and heat-resisting steels—Designation and chemical composition. Beijing: Standards Press of China, 2007. (in Chinese).
Yeung, Lau, Li, Luo (b0130) 1997; 66
Zhang, Bu, Wang, Chen, He (b0100) 2022; 15
Aoki (b0155) 2000; 54
EN ISO 6508-1:2016. Metallic materials - Rockwell hardness test - Part 1: Test method. Brussels: European Committee for Standardization (CEN), 2016.
Gardner, Bu, Theofanous (b0170) 2016; 127
EN ISO 6892-1:2016. Metallic materials - Tensile testing - Part 1: Method of test at room temperature. Brussels: European Committee for Standardization (CEN), 2016.
Ramberg, Osgood (b0175) 1943
Afzali, Pilhagen, Manninen, Schedin, Stranghöner (b0085) 2017; 10
Bouchaïr, Averseng, Abidelah (b0010) 2008; 64
EN ISO 7412:1984. Hexagon bolts for high-strength structural bolting with large width across flats (short thread length) - Product grade C - Property classes 8.8 and 10.9. Brussels: European Committee for Standardization (CEN), 1984.
Tendo, Yamada, Shimura (b0095) 2001; 123
SEI/ASCE 8-02. Specification for the design of cold-formed stainless steel structural members. New York: American Society of Civil Engineers, 2002.
10.1016/j.engstruct.2023.116176_b0025
Chybiński (10.1016/j.engstruct.2023.116176_b0020) 2018; 28
10.1016/j.engstruct.2023.116176_b0065
10.1016/j.engstruct.2023.116176_b0120
10.1016/j.engstruct.2023.116176_b0165
10.1016/j.engstruct.2023.116176_b0045
10.1016/j.engstruct.2023.116176_b0145
Sadowski (10.1016/j.engstruct.2023.116176_b0195) 2013; 58
Afzali (10.1016/j.engstruct.2023.116176_b0090) 2019; 152
Ramberg (10.1016/j.engstruct.2023.116176_b0175) 1943
GB, T 3098.6-2014. (10.1016/j.engstruct.2023.116176_b0035) 2014
10.1016/j.engstruct.2023.116176_b0160
Chybiński (10.1016/j.engstruct.2023.116176_b0190) 2022
10.1016/j.engstruct.2023.116176_b0040
10.1016/j.engstruct.2023.116176_b0140
10.1016/j.engstruct.2023.116176_b0185
Wegmann (10.1016/j.engstruct.2023.116176_b0225) 1997; 32
Rasmussen (10.1016/j.engstruct.2023.116176_b0180) 2003; 59
10.1016/j.engstruct.2023.116176_b0060
Gajewski (10.1016/j.engstruct.2023.116176_b0205) 2014; 14
Gardner (10.1016/j.engstruct.2023.116176_b0005) 2005; 7
Yeung (10.1016/j.engstruct.2023.116176_b0130) 1997; 66
10.1016/j.engstruct.2023.116176_b0215
10.1016/j.engstruct.2023.116176_b0055
10.1016/j.engstruct.2023.116176_b0110
Li (10.1016/j.engstruct.2023.116176_b0125) 1997; 69
10.1016/j.engstruct.2023.116176_b0210
Stranghöner (10.1016/j.engstruct.2023.116176_b0105) 2017; 10
Szewczyk (10.1016/j.engstruct.2023.116176_b0200) 2022; 12
Bouchaïr (10.1016/j.engstruct.2023.116176_b0010) 2008; 64
Wang (10.1016/j.engstruct.2023.116176_b0080) 2015; 31
Aoki (10.1016/j.engstruct.2023.116176_b0155) 2000; 54
JGJ 82–2011 (10.1016/j.engstruct.2023.116176_b0220) 2011
Gardner (10.1016/j.engstruct.2023.116176_b0015) 2006; 62
GB 50205–2020 (10.1016/j.engstruct.2023.116176_b0115) 2020
Gardner (10.1016/j.engstruct.2023.116176_b0170) 2016; 127
10.1016/j.engstruct.2023.116176_b0050
Tendo (10.1016/j.engstruct.2023.116176_b0095) 2001; 123
Li (10.1016/j.engstruct.2023.116176_b0135) 2008; 207
10.1016/j.engstruct.2023.116176_b0150
10.1016/j.engstruct.2023.116176_b0030
Afzali (10.1016/j.engstruct.2023.116176_b0085) 2017; 10
Pascual-Sánchez (10.1016/j.engstruct.2023.116176_b0230) 2006; 233
Wang (10.1016/j.engstruct.2023.116176_b0075) 2013; 29
Zhang (10.1016/j.engstruct.2023.116176_b0100) 2022; 15
10.1016/j.engstruct.2023.116176_b0070
References_xml – reference: Zheng B, Wang J, Gu Y, Shu G, Xie J and Jiang Q. Experimental study on stainless steel high-strength bolted slip-resistant connections. Engineering Structures, 2021, 231: 111778. Doi: 10.1016/j.engstruct.2020.111778.
– reference: EN ISO 7416:1984. Plain washers, chamfered, hardened and tempered for high-strength structural bolting. Brussels: European Committee for Standardization (CEN), 1984.
– volume: 62
  start-page: 532
  year: 2006
  end-page: 543
  ident: b0015
  article-title: Fire testing and design of stainless steel structures
  publication-title: J Constr Steel Res
– year: 2014
  ident: b0035
  article-title: Mechanical properties of fasteners-stainless steel Bolts, screws and studs
– volume: 66
  start-page: 249
  year: 1997
  end-page: 252
  ident: b0130
  article-title: Advanced QPC complex salt bath heat treatment
  publication-title: J Mater Process Technol
– reference: SEI/ASCE 8-02. Specification for the design of cold-formed stainless steel structural members. New York: American Society of Civil Engineers, 2002.
– volume: 28
  start-page: 149
  year: 2018
  end-page: 162
  ident: b0020
  article-title: Bending resistance of metal-concrete composite beams in a natural fire
  publication-title: Civil Environ Eng Reports
– volume: 123
  start-page: 198
  year: 2001
  end-page: 202
  ident: b0095
  article-title: Stress relaxation behavior at high-tension bolted connections of stainless-steel plates
  publication-title: J Eng Mater Technol
– reference: GB 50017-2017, Code for design of steel structures. Beijing: China Architecture & Building Press, 2018. (in Chinese).
– volume: 152
  start-page: 225
  year: 2019
  end-page: 234
  ident: b0090
  article-title: Viscoplastic deformation behaviour of preloaded stainless steel connections
  publication-title: J Constr Steel Res
– volume: 54
  start-page: 191
  year: 2000
  end-page: 210
  ident: b0155
  article-title: Establishment of design standards and current practice for stainless steel structural design in Japan
  publication-title: J Constr Steel Res
– volume: 12
  start-page: 172
  year: 2022
  ident: b0200
  article-title: Effectiveness of selected strain and displacement measurement techniques in civil engineering
  publication-title: Buildings
– volume: 69
  start-page: 45
  year: 1997
  end-page: 49
  ident: b0125
  article-title: Microstructural studies of QPQ complex salt bath heat-treated steels
  publication-title: J Mater Process Technol
– reference: EN ISO 6892-1:2016. Metallic materials - Tensile testing - Part 1: Method of test at room temperature. Brussels: European Committee for Standardization (CEN), 2016.
– volume: 58
  start-page: 119
  year: 2013
  end-page: 125
  ident: b0195
  article-title: Application of DIC technique for monitoring of deformation process of SPR hybrid joints
  publication-title: Arch Metall Mater
– volume: 29
  start-page: 769
  year: 2013
  end-page: 774
  ident: b0075
  article-title: Experimental research on slip factor in bolted connection with stainless steel
  publication-title: J Shenyang Jianzhu Univ (Nat Sci)
– volume: 15
  start-page: 5672
  year: 2022
  ident: b0100
  article-title: Experimental study on the slip behaviour of stainless steel high-strength bolted connections with a new surface treatment
  publication-title: Materials
– volume: 233
  start-page: 137
  year: 2006
  end-page: 146
  ident: b0230
  article-title: Influence of the curing temperature in the mechanical and thermal properties of nanosilica filled epoxy resin coating
  publication-title: Macromol Symp
– year: 1943
  ident: b0175
  article-title: Description of Stress-Strain Curves by Three Parameters, Technical Note No.902
– reference: Stainless Steel Building Structures Association. Japanese standard for design of stainless steel building structures, 2nd ed. Tashiro Press, 2001. (in Japanese).
– volume: 207
  start-page: 187
  year: 2008
  end-page: 192
  ident: b0135
  article-title: Influence of salt bath nitrocarburizing and post-oxidation process on surface microstructure evolution of 17–4PH stainless steel
  publication-title: J Mater Process Technol
– reference: EN ISO 7412:1984. Hexagon bolts for high-strength structural bolting with large width across flats (short thread length) - Product grade C - Property classes 8.8 and 10.9. Brussels: European Committee for Standardization (CEN), 1984.
– volume: 64
  start-page: 1264
  year: 2008
  end-page: 1274
  ident: b0010
  article-title: Analysis of the behaviour of stainless steel bolted connections
  publication-title: J Constr Steel Res
– year: 2011
  ident: b0220
  article-title: Technical Specification for High Strength Bolt Connections of Steel Structures
– volume: 10
  start-page: 310
  year: 2017
  end-page: 318
  ident: b0085
  article-title: Preload losses in stainless steel bolting assemblies
  publication-title: Steel Constr
– reference: GB/T 1231-2006, Specifications of high strength bolts with large hexagon head, large hexagon nuts, plain washers for steel structures. Beijing: Standards Press of China, 2006. (in Chinese).
– reference: iMETRUM. Video Gauge - How it works. [2020-01-02].
– reference: Steel design guide 27 structural stainless steel. American Institute of Steel Construction: Chicago, IL, USA, 2013.
– volume: 32
  start-page: 231
  year: 1997
  end-page: 239
  ident: b0225
  article-title: Chemical resistance of waterborne epoxy/amine coatings
  publication-title: Prog Org Coat
– volume: 127
  start-page: 536
  year: 2016
  end-page: 548
  ident: b0170
  article-title: Laser-welded stainless steel I-sections: Residual stress measurements and column buckling tests
  publication-title: Eng Struct
– reference: SSBS 310-2013. Sets of stainless steel high strength hexagon bolt, hexagon nut and plain washers for structural joints. Japan Steel Construction Association, 2013. (in Japanese).
– year: 2020
  ident: b0115
  article-title: Standard for acceptance of construction quality of steel structures
– reference: GB/T 20878-2007, Stainless and heat-resisting steels—Designation and chemical composition. Beijing: Standards Press of China, 2007. (in Chinese).
– reference: EN ISO 3506-1:2020. Mechanical properties of corrosion-resistant stainless steel fasteners - Part 1: Bolts, screws and studs with specified grades and property classes. Brussels: European Committee for Standardization (CEN), 2020.
– volume: 10
  start-page: 319
  year: 2017
  end-page: 332
  ident: b0105
  article-title: Tightening behaviour of preloaded stainless steel bolting assemblies
  publication-title: Steel Constr
– reference: EN 1993-1-4:2016/A1:2015. Eurocode 3: Design of steel structures - Part 1.4: General rules - Supplementary rules for stainless steels. Brussels: European Committee for Standardization (CEN), 2015.
– reference: EN ISO 898-1:2013. Mechanical properties of fasteners made of carbon steel and alloy steel - Part 1: Bolts, screws and studs with specified property classes - Coarse thread and fine pitch thread. Brussels: European Committee for Standardization (CEN), 2013.
– reference: .
– volume: 59
  start-page: 47
  year: 2003
  end-page: 61
  ident: b0180
  article-title: Full-range stress-strain curves for stainless steel alloys
  publication-title: J Constr Steel Res
– volume: 14
  start-page: 170
  year: 2014
  end-page: 180
  ident: b0205
  article-title: Calibration of concrete parameters based on digital image correlation and inverse analysis
  publication-title: Arch Civil Mech Eng
– reference: EN ISO 6508-1:2016. Metallic materials - Rockwell hardness test - Part 1: Test method. Brussels: European Committee for Standardization (CEN), 2016.
– reference: AS/NZS 4673:2001. Cold-formed stainless steel structures. Sydney: Standards Australia, 2001.
– volume: 31
  start-page: 201
  year: 2015
  end-page: 208
  ident: b0080
  article-title: Long-time experimental monitoring of strain relaxation of stainless steel bolts
  publication-title: J Shenyang Jianzhu Univ (Nat Sci)
– reference: EN ISO 4775:1984. Hexagon nuts for high-strength structural bolting with large width across flats - Product grade B - Property classes 8 and 10. Brussels: European Committee for Standardization (CEN), 1984.
– reference: CECS 410:2015. Technical Specification for Stainless Steel Structures. Beijing: China Planning Press, 2015. (in Chinese).
– start-page: 199
  year: 2022
  end-page: 217
  ident: b0190
  article-title: A comparison of elasto-plastic parameters of S355 steel obtained in tensile tests using an extensometer, a strain gauge and an ARAMIS 3D DIC system
  publication-title: Arch Civ Eng
– volume: 7
  start-page: 45
  year: 2005
  end-page: 55
  ident: b0005
  article-title: The use of stainless steel in structures
  publication-title: Prog Struct Eng Mater
– year: 2020
  ident: 10.1016/j.engstruct.2023.116176_b0115
– volume: 32
  start-page: 231
  issue: 1–4
  year: 1997
  ident: 10.1016/j.engstruct.2023.116176_b0225
  article-title: Chemical resistance of waterborne epoxy/amine coatings
  publication-title: Prog Org Coat
  doi: 10.1016/S0300-9440(97)00062-3
– ident: 10.1016/j.engstruct.2023.116176_b0210
– volume: 62
  start-page: 532
  issue: 6
  year: 2006
  ident: 10.1016/j.engstruct.2023.116176_b0015
  article-title: Fire testing and design of stainless steel structures
  publication-title: J Constr Steel Res
  doi: 10.1016/j.jcsr.2005.09.009
– ident: 10.1016/j.engstruct.2023.116176_b0065
– volume: 69
  start-page: 45
  issue: 1–3
  year: 1997
  ident: 10.1016/j.engstruct.2023.116176_b0125
  article-title: Microstructural studies of QPQ complex salt bath heat-treated steels
  publication-title: J Mater Process Technol
  doi: 10.1016/S0924-0136(96)00037-4
– start-page: 199
  year: 2022
  ident: 10.1016/j.engstruct.2023.116176_b0190
  article-title: A comparison of elasto-plastic parameters of S355 steel obtained in tensile tests using an extensometer, a strain gauge and an ARAMIS 3D DIC system
  publication-title: Arch Civ Eng
  doi: 10.24425/ace.2022.143034
– ident: 10.1016/j.engstruct.2023.116176_b0025
– ident: 10.1016/j.engstruct.2023.116176_b0040
– volume: 64
  start-page: 1264
  issue: 11
  year: 2008
  ident: 10.1016/j.engstruct.2023.116176_b0010
  article-title: Analysis of the behaviour of stainless steel bolted connections
  publication-title: J Constr Steel Res
  doi: 10.1016/j.jcsr.2008.07.009
– volume: 58
  start-page: 119
  issue: 1
  year: 2013
  ident: 10.1016/j.engstruct.2023.116176_b0195
  article-title: Application of DIC technique for monitoring of deformation process of SPR hybrid joints
  publication-title: Arch Metall Mater
  doi: 10.2478/v10172-012-0161-x
– volume: 14
  start-page: 170
  year: 2014
  ident: 10.1016/j.engstruct.2023.116176_b0205
  article-title: Calibration of concrete parameters based on digital image correlation and inverse analysis
  publication-title: Arch Civil Mech Eng
  doi: 10.1016/j.acme.2013.05.012
– volume: 127
  start-page: 536
  year: 2016
  ident: 10.1016/j.engstruct.2023.116176_b0170
  article-title: Laser-welded stainless steel I-sections: Residual stress measurements and column buckling tests
  publication-title: Eng Struct
  doi: 10.1016/j.engstruct.2016.08.057
– volume: 12
  start-page: 172
  issue: 2
  year: 2022
  ident: 10.1016/j.engstruct.2023.116176_b0200
  article-title: Effectiveness of selected strain and displacement measurement techniques in civil engineering
  publication-title: Buildings
  doi: 10.3390/buildings12020172
– ident: 10.1016/j.engstruct.2023.116176_b0140
– volume: 10
  start-page: 319
  issue: 4
  year: 2017
  ident: 10.1016/j.engstruct.2023.116176_b0105
  article-title: Tightening behaviour of preloaded stainless steel bolting assemblies
  publication-title: Steel Constr
  doi: 10.1002/stco.201710038
– ident: 10.1016/j.engstruct.2023.116176_b0165
– ident: 10.1016/j.engstruct.2023.116176_b0060
– volume: 152
  start-page: 225
  year: 2019
  ident: 10.1016/j.engstruct.2023.116176_b0090
  article-title: Viscoplastic deformation behaviour of preloaded stainless steel connections
  publication-title: J Constr Steel Res
  doi: 10.1016/j.jcsr.2018.07.004
– volume: 29
  start-page: 769
  issue: 5
  year: 2013
  ident: 10.1016/j.engstruct.2023.116176_b0075
  article-title: Experimental research on slip factor in bolted connection with stainless steel
  publication-title: J Shenyang Jianzhu Univ (Nat Sci)
– ident: 10.1016/j.engstruct.2023.116176_b0050
– ident: 10.1016/j.engstruct.2023.116176_b0215
– volume: 207
  start-page: 187
  issue: 1–3
  year: 2008
  ident: 10.1016/j.engstruct.2023.116176_b0135
  article-title: Influence of salt bath nitrocarburizing and post-oxidation process on surface microstructure evolution of 17–4PH stainless steel
  publication-title: J Mater Process Technol
  doi: 10.1016/j.jmatprotec.2007.12.082
– volume: 54
  start-page: 191
  issue: 1
  year: 2000
  ident: 10.1016/j.engstruct.2023.116176_b0155
  article-title: Establishment of design standards and current practice for stainless steel structural design in Japan
  publication-title: J Constr Steel Res
  doi: 10.1016/S0143-974X(99)00097-8
– volume: 7
  start-page: 45
  issue: 2
  year: 2005
  ident: 10.1016/j.engstruct.2023.116176_b0005
  article-title: The use of stainless steel in structures
  publication-title: Prog Struct Eng Mater
  doi: 10.1002/pse.190
– volume: 123
  start-page: 198
  issue: 2
  year: 2001
  ident: 10.1016/j.engstruct.2023.116176_b0095
  article-title: Stress relaxation behavior at high-tension bolted connections of stainless-steel plates
  publication-title: J Eng Mater Technol
  doi: 10.1115/1.1338481
– ident: 10.1016/j.engstruct.2023.116176_b0045
– ident: 10.1016/j.engstruct.2023.116176_b0110
– volume: 15
  start-page: 5672
  issue: 16
  year: 2022
  ident: 10.1016/j.engstruct.2023.116176_b0100
  article-title: Experimental study on the slip behaviour of stainless steel high-strength bolted connections with a new surface treatment
  publication-title: Materials
  doi: 10.3390/ma15165672
– ident: 10.1016/j.engstruct.2023.116176_b0150
– year: 2014
  ident: 10.1016/j.engstruct.2023.116176_b0035
– volume: 31
  start-page: 201
  issue: 2
  year: 2015
  ident: 10.1016/j.engstruct.2023.116176_b0080
  article-title: Long-time experimental monitoring of strain relaxation of stainless steel bolts
  publication-title: J Shenyang Jianzhu Univ (Nat Sci)
– year: 1943
  ident: 10.1016/j.engstruct.2023.116176_b0175
– year: 2011
  ident: 10.1016/j.engstruct.2023.116176_b0220
– volume: 28
  start-page: 149
  issue: 4
  year: 2018
  ident: 10.1016/j.engstruct.2023.116176_b0020
  article-title: Bending resistance of metal-concrete composite beams in a natural fire
  publication-title: Civil Environ Eng Reports
  doi: 10.2478/ceer-2018-0058
– ident: 10.1016/j.engstruct.2023.116176_b0030
– ident: 10.1016/j.engstruct.2023.116176_b0185
– volume: 10
  start-page: 310
  issue: 4
  year: 2017
  ident: 10.1016/j.engstruct.2023.116176_b0085
  article-title: Preload losses in stainless steel bolting assemblies
  publication-title: Steel Constr
  doi: 10.1002/stco.201710041
– volume: 66
  start-page: 249
  issue: 1–3
  year: 1997
  ident: 10.1016/j.engstruct.2023.116176_b0130
  article-title: Advanced QPC complex salt bath heat treatment
  publication-title: J Mater Process Technol
  doi: 10.1016/S0924-0136(96)02535-6
– ident: 10.1016/j.engstruct.2023.116176_b0055
– volume: 59
  start-page: 47
  issue: 1
  year: 2003
  ident: 10.1016/j.engstruct.2023.116176_b0180
  article-title: Full-range stress-strain curves for stainless steel alloys
  publication-title: J Constr Steel Res
  doi: 10.1016/S0143-974X(02)00018-4
– ident: 10.1016/j.engstruct.2023.116176_b0160
– ident: 10.1016/j.engstruct.2023.116176_b0145
– ident: 10.1016/j.engstruct.2023.116176_b0070
  doi: 10.1016/j.engstruct.2020.111778
– volume: 233
  start-page: 137
  issue: 1
  year: 2006
  ident: 10.1016/j.engstruct.2023.116176_b0230
  article-title: Influence of the curing temperature in the mechanical and thermal properties of nanosilica filled epoxy resin coating
  publication-title: Macromol Symp
  doi: 10.1002/masy.200690010
– ident: 10.1016/j.engstruct.2023.116176_b0120
SSID ssj0002880
Score 2.4422877
Snippet •Tensile strength, shear strength, hardness and preload level of grade 10.9 stainless steel high-strength bolts were obtained and compared with requirements of...
SourceID crossref
elsevier
SourceType Enrichment Source
Index Database
Publisher
StartPage 116176
SubjectTerms Curing time
Experiment
High-strength bolts
Lubricant
Stainless steel
Torque coefficient
Title Experimental study on mechanical properties and tightening method of stainless steel high-strength bolts
URI https://dx.doi.org/10.1016/j.engstruct.2023.116176
Volume 290
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1La8MwDDalu2yHsSd7Fh92dZuH48S7ldLSbdDLVugtxI-0HV1Stpz32yfl0bUw6GE3J1gQJFlSzKdPhDxg3pHGF4wr8GAutWEy0IIlXiKkgKhpK5TvRIyn_HkWzFpk0PTCIKyyjv1VTC-jdf2mV2uzt14ue68lRNGTkL_LDkrkBOU8RC_vfv_CPLyonJ6Gmxnu3sF42Wxe0bR2cYo4hA_I5-LvDLWVdUYn5LguF2m_-qJT0rLZGTnaIhE8J4vhFkk_LeliaZ7RD4s9vWgCusYL909kTqVJZmiB_-MW70NoNT-a5ikt26hWEPZgZe2KIo0xw0aSbF4sqMpXxdcFmY6Gb4Mxq-cnMO27QcF4ajScyCSRadkjG0mhdWBk4iijtElD6yvtKQdqvChQJoQVd9PQsVHoKWNS_5K0szyzV4SC_TyobEMhoOQAu0fCBDwJDFhau9bl10Q0Oot1TS6OMy5WcYMie483yo5R2XGl7GvibATXFb_GfpHHxijxjqvEkAX2Cd_8R_iWHOJTBTG7I23YYO-hJilUp3S6DjnoP72MJz-QD-SU
linkProvider Elsevier
linkToHtml http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1La8JAEB6sHtoeSp_UPvfQa6rmscn2JqJotV6q4C1kH7GWNEqb_09nkigKBQ-9LckOhJnZbybLzDcATxR3hHa45Ur0YFcobQlPcSuyIy44oqYpqnzHvD91X2ferAKddS8MlVWW2F9geo7W5ZNGqc3GarFovOclirbA-J13ULoHUCN2Kq8KtfZg2B9vANkO8gFqtN8igZ0yL5POC6bWZxokjgiCIZ3_HaS2Ak_vFE7KjJG1i486g4pJz-F4i0fwAj66Wzz9LGeMZcuUfRlq6yUrsBXduX8TeSqLUs0y-iU3dCXCihHSbBmzvJMqQeTDlTEJIyZji3pJ0nn2weQyyX4uYdrrTjp9qxyhYCmn5WWWG2uFhzKKRJy3yQaCK-VpETWllkrHvnGksmUT07zAk9rHlduK_aYJfFtqHTtXUE2XqbkGhia0Mbn1OcesA00fcO25kafR2KplWm4d-FpnoSr5xWnMRRKuC8k-w42yQ1J2WCi7Ds2N4Kqg2Ngv8rI2SrjjLSEGgn3CN_8RfoTD_uRtFI4G4-EtHNGbouLsDqq42dxjipLJh9IFfwFhsedF
openUrl ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Experimental+study+on+mechanical+properties+and+tightening+method+of+stainless+steel+high-strength+bolts&rft.jtitle=Engineering+structures&rft.au=Tianxiong%2C+Zhang&rft.au=Yidu%2C+Bu&rft.au=Yuanqing%2C+Wang&rft.au=Zhihua%2C+Chen&rft.date=2023-09-01&rft.pub=Elsevier+Ltd&rft.issn=0141-0296&rft.eissn=1873-7323&rft.volume=290&rft_id=info:doi/10.1016%2Fj.engstruct.2023.116176&rft.externalDocID=S0141029623005904
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0141-0296&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0141-0296&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0141-0296&client=summon