Experimental Study on the Self-Protection Performance of Anchor Bolts with Energy-Absorbing Tails

In this study, the typical modes, hazards, and causes of rebar failure were analyzed under the condition of large deformation around deep roadways induced by dynamic disasters such as rock burst. We found that the fundamental causes of the tail failure of rebars are their low elongation and poor ene...

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Published inRock mechanics and rock engineering Vol. 53; no. 5; pp. 2249 - 2263
Main Authors Dai, Lianpeng, Pan, Yishan, Wang, Aiwen, Xiao, Yonghui, Ma, Xiao
Format Journal Article
LanguageEnglish
Published Vienna Springer Vienna 01.05.2020
Springer Nature B.V
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Abstract In this study, the typical modes, hazards, and causes of rebar failure were analyzed under the condition of large deformation around deep roadways induced by dynamic disasters such as rock burst. We found that the fundamental causes of the tail failure of rebars are their low elongation and poor energy-dissipation performance. To solve this problem, we designed axial splitting components as energy absorbers, and developed anti-impact and energy-absorbing tail bolts, and in this paper, we elaborate on their working principles. The behavior of energy absorbers of a specific size (wall thickness of 4 mm and inner diameter of 26 mm) was experimentally investigated under both static and dynamic loading conditions. The self-protection performance of these novel bolts was studied using quasi-static tensile tests. The results show that they deformed stably with a constant resistance under both static and dynamic loading. The constant resistance value of the splitting energy absorbers was as high as 125–150 kN, while the energy-absorption efficiency was 0.111–0.127 kJ/mm. The energy absorbers effectively increased elongation, delayed yielding, and enhanced the energy-dissipation capacity of rebars, which resulted in the self-protection of bolts subject to large deformation loading.
AbstractList In this study, the typical modes, hazards, and causes of rebar failure were analyzed under the condition of large deformation around deep roadways induced by dynamic disasters such as rock burst. We found that the fundamental causes of the tail failure of rebars are their low elongation and poor energy-dissipation performance. To solve this problem, we designed axial splitting components as energy absorbers, and developed anti-impact and energy-absorbing tail bolts, and in this paper, we elaborate on their working principles. The behavior of energy absorbers of a specific size (wall thickness of 4 mm and inner diameter of 26 mm) was experimentally investigated under both static and dynamic loading conditions. The self-protection performance of these novel bolts was studied using quasi-static tensile tests. The results show that they deformed stably with a constant resistance under both static and dynamic loading. The constant resistance value of the splitting energy absorbers was as high as 125–150 kN, while the energy-absorption efficiency was 0.111–0.127 kJ/mm. The energy absorbers effectively increased elongation, delayed yielding, and enhanced the energy-dissipation capacity of rebars, which resulted in the self-protection of bolts subject to large deformation loading.
In this study, the typical modes, hazards, and causes of rebar failure were analyzed under the condition of large deformation around deep roadways induced by dynamic disasters such as rock burst. We found that the fundamental causes of the tail failure of rebars are their low elongation and poor energy-dissipation performance. To solve this problem, we designed axial splitting components as energy absorbers, and developed anti-impact and energy-absorbing tail bolts, and in this paper, we elaborate on their working principles. The behavior of energy absorbers of a specific size (wall thickness of 4 mm and inner diameter of 26 mm) was experimentally investigated under both static and dynamic loading conditions. The self-protection performance of these novel bolts was studied using quasi-static tensile tests. The results show that they deformed stably with a constant resistance under both static and dynamic loading. The constant resistance value of the splitting energy absorbers was as high as 125–150 kN, while the energy-absorption efficiency was 0.111–0.127 kJ/mm. The energy absorbers effectively increased elongation, delayed yielding, and enhanced the energy-dissipation capacity of rebars, which resulted in the self-protection of bolts subject to large deformation loading.
Author Dai, Lianpeng
Pan, Yishan
Xiao, Yonghui
Wang, Aiwen
Ma, Xiao
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  surname: Pan
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  organization: Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Northeastern University, School of Mechanics and Engineering, Liaoning Technical University, Environmental Engineering College, Liaoning University
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  givenname: Aiwen
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  givenname: Yonghui
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  fullname: Ma, Xiao
  organization: Civil Aviation Institute, Shenyang Aerospace University
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Cites_doi 10.1007/s00603-011-0198-6
10.1016/j.ijrmms.2008.05.005
10.1016/j.ijrmms.2014.01.007
10.1016/j.ijimpeng.2012.09.003
10.1016/j.tust.2018.07.009
10.1016/j.jrmge.2013.12.008
10.1016/j.ijrmms.2010.01.005
10.1007/s00603-011-0202-1
10.1016/0020-7403(86)90018-4
10.1016/j.tust.2013.02.003
10.1016/j.tws.2013.06.015
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Keywords Energy-absorbing bolt
Static and dynamic load tests
Self-protection performance
Axial splitting component
Rock burst
Large deformation
Language English
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References Simser, Joughin, Ortlepp (CR19) 2002; 102
Cai (CR1) 2013; 36
Dai, Pan, Wang (CR2) 2018; 81
Li (CR11) 2012; 45
Niknejad, Rezaei, Liaghat (CR15) 2013; 72
Pan (CR17) 2018
Reddy, Reid (CR18) 1986; 28
Gao, Yang, Zhao, Cheng, Quan (CR3) 2016; 33
Li (CR10) 2010; 47
Kang, Wang (CR8) 2007
St-Pierre, Hassani, Radziszewski, Ouellet (CR20) 2009; 46
Yuen, Altenhof, Opperman, Nurick (CR26) 2013; 53
Li, Stjern, Myrvang (CR13) 2014; 6
Kang, Lin, Wu, Cheng, Meng, Ren (CR9) 2015; 40
He, Yuan (CR5) 2004
Kang (CR7) 2016; 45
Li, Doucet (CR12) 2012; 45
Pan (CR16) 2016; 41
He, Gong, Wang, Qi, Tao, Du, Peng (CR6) 2014; 67
He, Qian (CR4) 2010
CR24
Neugebauer (CR14) 2008; 3
CR21
Yu, Lu (CR25) 2005
Wang, Chen (CR22) 2013; 33
Wang, Pan, Zhao, Li (CR23) 2016; 41
L St-Pierre (1990_CR20) 2009; 46
SCK Yuen (1990_CR26) 2013; 53
CC Li (1990_CR12) 2012; 45
AW Wang (1990_CR23) 2016; 41
E Neugebauer (1990_CR14) 2008; 3
A Niknejad (1990_CR15) 2013; 72
HP Kang (1990_CR9) 2015; 40
KS Wang (1990_CR22) 2013; 33
TX Yu (1990_CR25) 2005
CC Li (1990_CR10) 2010; 47
CC Li (1990_CR13) 2014; 6
CC Li (1990_CR11) 2012; 45
M He (1990_CR6) 2014; 67
TY Reddy (1990_CR18) 1986; 28
YS Pan (1990_CR16) 2016; 41
MC He (1990_CR4) 2010
MC He (1990_CR5) 2004
MS Gao (1990_CR3) 2016; 33
YS Pan (1990_CR17) 2018
1990_CR21
B Simser (1990_CR19) 2002; 102
1990_CR24
HP Kang (1990_CR7) 2016; 45
M Cai (1990_CR1) 2013; 36
L Dai (1990_CR2) 2018; 81
HP Kang (1990_CR8) 2007
References_xml – volume: 45
  start-page: 1071
  year: 2016
  end-page: 1081
  ident: CR7
  article-title: Sixty years development and prospects of rock bolting technology for underground coal mine roadways in China
  publication-title: J China Univ Min Technol
– year: 2005
  ident: CR25
  publication-title: Energy absorption of structures and materials
– year: 2007
  ident: CR8
  publication-title: Rock bolting theory and complete technology for coal roadways
– volume: 45
  start-page: 183
  year: 2012
  end-page: 192
  ident: CR11
  article-title: Performance of D-bolts under static loading
  publication-title: Rock Mech Rock Eng
  doi: 10.1007/s00603-011-0198-6
– volume: 46
  start-page: 107
  year: 2009
  end-page: 114
  ident: CR20
  article-title: Development of a dynamic model for a cone bolt
  publication-title: Int J Rock Mech Min Sci
  doi: 10.1016/j.ijrmms.2008.05.005
– volume: 67
  start-page: 29
  year: 2014
  end-page: 42
  ident: CR6
  article-title: Development of a novel energy-absorbing bolt with extraordinarily large elongation and constant resistance
  publication-title: Int J Rock Mech Min Sci
  doi: 10.1016/j.ijrmms.2014.01.007
– volume: 53
  start-page: 17
  year: 2013
  end-page: 28
  ident: CR26
  article-title: Axial splitting of circular tubes by means of blast load
  publication-title: Int J Impact Eng
  doi: 10.1016/j.ijimpeng.2012.09.003
– volume: 41
  start-page: 105
  year: 2016
  end-page: 112
  ident: CR16
  article-title: Integrated study on compound dynamic disaster of coal-gas outburst and rockburst
  publication-title: J China Coal Soc
– volume: 3
  start-page: 24
  year: 2008
  end-page: 25
  ident: CR14
  article-title: Ready for Roofex-A new way to tackle safety in underground operations
  publication-title: Min Construct
– volume: 33
  start-page: 7
  year: 2016
  end-page: 11
  ident: CR3
  article-title: Support technology and device development of yield cables for the high stress and large deformation roadway
  publication-title: J Min Saf Eng
– year: 2018
  ident: CR17
  publication-title: Rock burst of coal mines
– year: 2010
  ident: CR4
  publication-title: The basis of deep rock mechanics
– volume: 81
  start-page: 176
  year: 2018
  end-page: 186
  ident: CR2
  article-title: Study of the energy absorption performance of an axial splitting component for anchor bolts under static loading
  publication-title: Tunn Undergr Sp Technol
  doi: 10.1016/j.tust.2018.07.009
– ident: CR21
– volume: 40
  start-page: 11
  year: 2015
  end-page: 23
  ident: CR9
  article-title: Mechanical performances and compatibility of rock bolt components
  publication-title: J China Coal Soc
– volume: 33
  start-page: 25
  year: 2013
  end-page: 27
  ident: CR22
  article-title: The strength analysis and stress test of the bolt tray based on ANSYS
  publication-title: J Anhui Univ Sci Technol (Nat Sci)
– volume: 6
  start-page: 315
  year: 2014
  end-page: 327
  ident: CR13
  article-title: A review on the performance of conventional and energy-absorbing rockbolts
  publication-title: J Rock Mech Geotech Eng
  doi: 10.1016/j.jrmge.2013.12.008
– volume: 41
  start-page: 2734
  year: 2016
  end-page: 2742
  ident: CR23
  article-title: Coupling vibration characteristics of rock mass and energy-absorption bolt and its anti-impact mechanism
  publication-title: J Chin Coal Soc
– year: 2004
  ident: CR5
  publication-title: Theory and practice of bolt supporting in Chinese coal mines
– volume: 102
  start-page: 217
  year: 2002
  end-page: 223
  ident: CR19
  article-title: The performance of Brunswick Mine’s rockburst support system during a severe seismic episode
  publication-title: J S Afr Inst Min Metall
– volume: 47
  start-page: 396
  year: 2010
  end-page: 404
  ident: CR10
  article-title: A new energy-absorbing bolt for rock support in high stress rock mass
  publication-title: Int J Rock Mech Min Sci
  doi: 10.1016/j.ijrmms.2010.01.005
– volume: 45
  start-page: 193
  year: 2012
  end-page: 204
  ident: CR12
  article-title: Performance of the D-bolt under dynamic loading
  publication-title: Rock Mech Rock Eng
  doi: 10.1007/s00603-011-0202-1
– volume: 28
  start-page: 111
  year: 1986
  end-page: 131
  ident: CR18
  article-title: Axial splitting of circular metal tubes
  publication-title: Int J Mech Sci
  doi: 10.1016/0020-7403(86)90018-4
– volume: 36
  start-page: 46
  year: 2013
  end-page: 56
  ident: CR1
  article-title: Principles of rock support in burst-prone ground
  publication-title: Tunn Undergr Sp Technol
  doi: 10.1016/j.tust.2013.02.003
– ident: CR24
– volume: 72
  start-page: 48
  year: 2013
  end-page: 60
  ident: CR15
  article-title: Empty circular metal tubes in the splitting process—theoretical and experimental studies
  publication-title: Thin-Walled Struct
  doi: 10.1016/j.tws.2013.06.015
– volume: 67
  start-page: 29
  year: 2014
  ident: 1990_CR6
  publication-title: Int J Rock Mech Min Sci
  doi: 10.1016/j.ijrmms.2014.01.007
– volume: 45
  start-page: 1071
  year: 2016
  ident: 1990_CR7
  publication-title: J China Univ Min Technol
– volume: 3
  start-page: 24
  year: 2008
  ident: 1990_CR14
  publication-title: Min Construct
– volume: 33
  start-page: 25
  year: 2013
  ident: 1990_CR22
  publication-title: J Anhui Univ Sci Technol (Nat Sci)
– ident: 1990_CR24
– volume-title: Energy absorption of structures and materials
  year: 2005
  ident: 1990_CR25
– volume: 41
  start-page: 105
  year: 2016
  ident: 1990_CR16
  publication-title: J China Coal Soc
– volume: 46
  start-page: 107
  year: 2009
  ident: 1990_CR20
  publication-title: Int J Rock Mech Min Sci
  doi: 10.1016/j.ijrmms.2008.05.005
– volume-title: Rock burst of coal mines
  year: 2018
  ident: 1990_CR17
– volume: 28
  start-page: 111
  year: 1986
  ident: 1990_CR18
  publication-title: Int J Mech Sci
  doi: 10.1016/0020-7403(86)90018-4
– volume: 45
  start-page: 193
  year: 2012
  ident: 1990_CR12
  publication-title: Rock Mech Rock Eng
  doi: 10.1007/s00603-011-0202-1
– volume-title: Theory and practice of bolt supporting in Chinese coal mines
  year: 2004
  ident: 1990_CR5
– volume: 102
  start-page: 217
  year: 2002
  ident: 1990_CR19
  publication-title: J S Afr Inst Min Metall
– volume: 72
  start-page: 48
  year: 2013
  ident: 1990_CR15
  publication-title: Thin-Walled Struct
  doi: 10.1016/j.tws.2013.06.015
– volume-title: The basis of deep rock mechanics
  year: 2010
  ident: 1990_CR4
– volume: 47
  start-page: 396
  year: 2010
  ident: 1990_CR10
  publication-title: Int J Rock Mech Min Sci
  doi: 10.1016/j.ijrmms.2010.01.005
– volume: 53
  start-page: 17
  year: 2013
  ident: 1990_CR26
  publication-title: Int J Impact Eng
  doi: 10.1016/j.ijimpeng.2012.09.003
– volume: 40
  start-page: 11
  year: 2015
  ident: 1990_CR9
  publication-title: J China Coal Soc
– volume: 33
  start-page: 7
  year: 2016
  ident: 1990_CR3
  publication-title: J Min Saf Eng
– volume: 45
  start-page: 183
  year: 2012
  ident: 1990_CR11
  publication-title: Rock Mech Rock Eng
  doi: 10.1007/s00603-011-0198-6
– ident: 1990_CR21
– volume: 41
  start-page: 2734
  year: 2016
  ident: 1990_CR23
  publication-title: J Chin Coal Soc
– volume: 6
  start-page: 315
  year: 2014
  ident: 1990_CR13
  publication-title: J Rock Mech Geotech Eng
  doi: 10.1016/j.jrmge.2013.12.008
– volume: 36
  start-page: 46
  year: 2013
  ident: 1990_CR1
  publication-title: Tunn Undergr Sp Technol
  doi: 10.1016/j.tust.2013.02.003
– volume: 81
  start-page: 176
  year: 2018
  ident: 1990_CR2
  publication-title: Tunn Undergr Sp Technol
  doi: 10.1016/j.tust.2018.07.009
– volume-title: Rock bolting theory and complete technology for coal roadways
  year: 2007
  ident: 1990_CR8
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Snippet In this study, the typical modes, hazards, and causes of rebar failure were analyzed under the condition of large deformation around deep roadways induced by...
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SubjectTerms Absorbers
Anchor bolts
Bolts
Civil Engineering
Deformation
Diameters
Digestive absorption
Disasters
Dynamic loads
Earth and Environmental Science
Earth Sciences
Elongation
Energy
Energy absorption
Energy dissipation
Failure analysis
Geophysics/Geodesy
Load resistance
Mechanical loading
Original Paper
Protection
Rebar
Reinforcing steels
Roads & highways
Rockbursts
Splitting
Tails
Tensile tests
Wall thickness
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Title Experimental Study on the Self-Protection Performance of Anchor Bolts with Energy-Absorbing Tails
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