Probabilistic study of premature shear failure of slender reinforced concrete one-way slabs subjected to blast loading

Blast-loaded reinforced concrete (RC) slabs should fail under a ductile bending mechanism enabling high energy absorption capacity. Hence, brittle shear failure must be avoided. However, due to the uncertainties related to the materials, geometry, and resistance models, it may be difficult to predic...

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Veröffentlicht in:Frontiers of Structural and Civil Engineering Jg. 19; H. 8; S. 1334 - 1354
Hauptverfasser: LOZANO, Fabio, JOHANSSON, Morgan, LEPPÄNEN, Joosef, PLOS, Mario
Format: Journal Article
Sprache:Englisch
Veröffentlicht: Beijing Higher Education Press 01.08.2025
Springer Nature B.V
Schlagworte:
Bending
Blast
blast loading
Blast loads
Building codes
Cities
Civil Engineering
Concrete slabs
Concrete structures
Confidence intervals
Countries
Ductile-brittle transition
Energy absorption
Engineering
Failure mechanisms
Failure modes
model uncertainty
Monte Carlo method
Monte Carlo simulation
premature shear failure
Regions
Reinforced concrete
reinforced concrete slabs
Research Article
Shear
Statistical analysis
Uncertainty
model uncertainty
Monte Carlo method
premature shear failure
reinforced concrete slabs
blast loading
ISSN:2095-2430, 2095-2449, 2095-2449
Online-Zugang:Volltext
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Abstract Blast-loaded reinforced concrete (RC) slabs should fail under a ductile bending mechanism enabling high energy absorption capacity. Hence, brittle shear failure must be avoided. However, due to the uncertainties related to the materials, geometry, and resistance models, it may be difficult to predict which failure mode will prevail. This study analytically estimated the probability of premature flexural shear failure of slender RC one-way slabs subjected to blast loading considering such uncertainties and using the Monte Carlo method. The resistance models in Eurocode 2 were adopted. Specimens with and without shear reinforcement were analyzed. Bending failure was shown to be the most likely failure mode in the studied slabs. However, the probability of shear failure developing before bending failure was still relatively high, particularly for slabs without stirrups. To increase the confidence level concerning the preferred failure mechanism, the article proposes an overstrength factor to magnify the shear demand of the blast-loaded RC slab. Values of the overstrength factor for different target reliability levels were calculated. The study also found that the probability of premature shear failure increased with increasing amount of longitudinal reinforcement and decreasing slenderness. Likewise, greater impulse was found to enhance the risk for shear failure.
AbstractList Blast-loaded reinforced concrete (RC) slabs should fail under a ductile bending mechanism enabling high energy absorption capacity. Hence, brittle shear failure must be avoided. However, due to the uncertainties related to the materials, geometry, and resistance models, it may be difficult to predict which failure mode will prevail. This study analytically estimated the probability of premature flexural shear failure of slender RC one-way slabs subjected to blast loading considering such uncertainties and using the Monte Carlo (MC) method. The resistance models in Eurocode 2 were adopted. Specimens with and without shear reinforcement were analyzed. Bending failure was shown to be the most likely failure mode in the studied slabs. However, the probability of shear failure developing before bending failure was still relatively high, particularly for slabs without stirrups. To increase the confidence level concerning the preferred failure mechanism, the article proposes an overstrength factor to magnify the shear demand of the blast-loaded RC slab. Values of the overstrength factor for different target reliability levels were calculated. The study also found that the probability of premature shear failure increased with increasing amount of longitudinal reinforcement and decreasing slenderness. Likewise, greater impulse was found to enhance the risk for shear failure.
Blast-loaded reinforced concrete (RC) slabs should fail under a ductile bending mechanism enabling high energy absorption capacity. Hence, brittle shear failure must be avoided. However, due to the uncertainties related to the materials, geometry, and resistance models, it may be difficult to predict which failure mode will prevail. This study analytically estimated the probability of premature flexural shear failure of slender RC one-way slabs subjected to blast loading considering such uncertainties and using the Monte Carlo method. The resistance models in Eurocode 2 were adopted. Specimens with and without shear reinforcement were analyzed. Bending failure was shown to be the most likely failure mode in the studied slabs. However, the probability of shear failure developing before bending failure was still relatively high, particularly for slabs without stirrups. To increase the confidence level concerning the preferred failure mechanism, the article proposes an overstrength factor to magnify the shear demand of the blast-loaded RC slab. Values of the overstrength factor for different target reliability levels were calculated. The study also found that the probability of premature shear failure increased with increasing amount of longitudinal reinforcement and decreasing slenderness. Likewise, greater impulse was found to enhance the risk for shear failure.
Author LEPPÄNEN, Joosef
JOHANSSON, Morgan
PLOS, Mario
LOZANO, Fabio
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  givenname: Morgan
  surname: JOHANSSON
  fullname: JOHANSSON, Morgan
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  givenname: Joosef
  surname: LEPPÄNEN
  fullname: LEPPÄNEN, Joosef
  organization: Division of Structural Engineering, Chalmers University of Technology, Gothenburg SE-41296, Sweden
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  givenname: Mario
  surname: PLOS
  fullname: PLOS, Mario
  organization: Swedish Transport Administration, Gothenburg SE-41104, Sweden
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Cites_doi 10.1002/9780470172841
10.1617/s11527-014-0409-1
10.1080/15732479.2019.1566389
10.1080/00224065.1998.11979874
10.1007/BF02472016
10.1680/macr.2008.62.2.127
10.12989/sem.2010.34.1.015
10.1016/j.strusafe.2014.07.003
10.1115/1.4004278
10.1016/j.ijimpeng.2017.04.009
10.1016/j.compstruc.2013.04.007
10.1016/j.engstruct.2019.01.040
10.1061/(ASCE)ST.1943-541X.0002296
10.4028/www.scientific.net/KEM.711.799
10.1016/j.engfailanal.2024.108569
10.1061/(ASCE)ST.1943-541X.0001818
10.1016/j.istruc.2019.08.011
10.1016/j.engstruct.2019.109836
10.1016/j.strusafe.2017.10.010
10.1016/j.engstruct.2004.02.010
10.1080/15732470903363164
10.1002/suco.201300040
10.1177/1369433216656430
10.1109/TAC.1974.1100705
10.1002/9780470172834
10.1002/suco.201400107
10.1016/0167-4730(94)90050-7
10.1177/2041419619871305
10.1016/j.nucengdes.2013.02.016
10.1201/9781420015423
10.1002/suco.201500214
10.1260/2041-4196.4.4.521
10.1016/j.cemconcomp.2023.105150
10.14359/51686819
10.14264/uql.2015.95
10.1142/S0219455419500913
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ISSN 2095-2430
2095-2449
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Issue 8
Keywords model uncertainty
Monte Carlo method
premature shear failure
reinforced concrete slabs
blast loading
Language English
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Notes model uncertainty
Monte Carlo method
Document accepted on :2025-04-18
premature shear failure
reinforced concrete slabs
blast loading
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References T Paulay (1205_CR10) 1992
M Johansson (1205_CR2) 2012
NZS 3101.1:2006 (1205_CR12) 2006
M G Stewart (1205_CR18) 2019; 15
J Magnusson (1205_CR6) 2010; 62
K Kim (1205_CR62) 2013; 125
GB 5001-2010 (1205_CR11) 2010
F M Bartlett (1205_CR44) 1996; 93
H Hao (1205_CR22) 2016; 19
1205_CR54
A S Nowak (1205_CR60) 2000
UFC 3-340-02 (1205_CR21) 2008
A Z Kamali (1205_CR64) 2012
EN 1992-1-1:2004 (1205_CR14) 2004
P Olmati (1205_CR16) 2017; 106
Y Shi (1205_CR48) 2015; 53
EN 1990:2002 (1205_CR67) 2002
T V Do (1205_CR26) 2019; 22
D B Zhao (1205_CR29) 2017; 143
T Krauthammer (1205_CR4) 2008
K H Reineck (1205_CR35) 2014; 111
Y Shi (1205_CR33) 2023; 142
JCSS (1205_CR42) 2001
P H Bischoff (1205_CR59) 1991; 24
Y Shi (1205_CR32) 2024; 163
M Sykora (1205_CR46) 2015; 48
F Sangiorgio (1205_CR55) 2016; 17
D Cormie (1205_CR3) 2020
D W Hyde (1205_CR39) 1988
Fortifikationsverket (1205_CR65) 2011
A Cladera (1205_CR53) 2004; 26
JCSS (1205_CR45) 2001
S D Adhikary (1205_CR30) 2013; 259
International Ammunition Technical Guideline (IATG) (1205_CR37) 2015
A Hussein (1205_CR15) 2020; 203
L J Malvar (1205_CR25) 1998
MSB (1205_CR66) 2024
K Fujikake (1205_CR63) 2016; 711
M Johansson (1205_CR19) 2015
J Leppänen (1205_CR36) 2015
M G Stewart (1205_CR49) 2020; 11
J Pacheco (1205_CR51) 2019; 145
K H Reineck (1205_CR34) 2013; 110
T V Do (1205_CR27) 2019; 183
C N Kingery (1205_CR38) 1984
M Johansson (1205_CR5) 2021
EN 1998-1-1:2004 (1205_CR13) 2004
W J Zimmer (1205_CR58) 1998; 30
ISO 2394 (1205_CR68) 2015
M G Stewart (1205_CR17) 2018; 71
F Lozano (1205_CR8) 2017
CEB (1205_CR24) 1988
D Zwillinger (1205_CR61) 2000
H Baji (1205_CR40) 2014
L A Twisdale (1205_CR69) 1994; 15
G Morales-Alonso (1205_CR7) 2011; 78
R Park (1205_CR9) 1975
W Zhao (1205_CR28) 2019; 19
A Cladera (1205_CR47) 2016; 17
M Holicky (1205_CR50) 2007
D F Wiśniewski (1205_CR43) 2012; 8
A Somraj (1205_CR31) 2013; 4
K H Reineck (1205_CR56) 2022
H Akaike (1205_CR57) 1974; 19
J Magnusson (1205_CR20) 2014; 15
J M Biggs (1205_CR1) 1964
M Hunter (1205_CR41) 2016
ACI 318-11 (1205_CR23) 2011
J Song (1205_CR52) 2010; 34
References_xml – volume-title: Seismic Design of Reinforced Concrete and Masonry Buildings
  year: 1992
  ident: 1205_CR10
  doi: 10.1002/9780470172841
– volume-title: The Resistance of Housing Settlements Subjected to Extreme Dynamic Loading, Part 3: Capacity of Buildings
  year: 2012
  ident: 1205_CR2
– volume: 48
  start-page: 3415
  issue: 10
  year: 2015
  ident: 1205_CR46
  publication-title: Materials and Structures
  doi: 10.1617/s11527-014-0409-1
– volume: 15
  start-page: 634
  issue: 5
  year: 2019
  ident: 1205_CR18
  publication-title: Structure and Infrastructure Engineering
  doi: 10.1080/15732479.2019.1566389
– volume: 30
  start-page: 386
  issue: 4
  year: 1998
  ident: 1205_CR58
  publication-title: Journal of Quality Technology
  doi: 10.1080/00224065.1998.11979874
– volume-title: Plastic Deformation Capacity and Shear Response of Impulse-Loaded Concrete Structures
  year: 2021
  ident: 1205_CR5
– volume: 24
  start-page: 425
  issue: 6
  year: 1991
  ident: 1205_CR59
  publication-title: Materials and Structures
  doi: 10.1007/BF02472016
– volume-title: Eurocode 8: Design of Structures for Earthqueake Resistance-Part 1: General Rules, Seismic Actions and Rules for Buildings
  year: 2004
  ident: 1205_CR13
– volume-title: ACI-DAfStb Databases 2020 With Shear Tests on Structural Concrete Members Without Stirrups—Volume 1: Part 1 to Part 2.5
  year: 2022
  ident: 1205_CR56
– volume-title: Eurocode 2: Design of Concrete Structures-Part 1-1: General Rules and Rules for Buildings
  year: 2004
  ident: 1205_CR14
– volume-title: Eurocode-Basis of Structural Design
  year: 2002
  ident: 1205_CR67
– volume: 62
  start-page: 127
  issue: 2
  year: 2010
  ident: 1205_CR6
  publication-title: Magazine of Concrete Research
  doi: 10.1680/macr.2008.62.2.127
– volume: 34
  start-page: 15
  issue: 1
  year: 2010
  ident: 1205_CR52
  publication-title: Structural Engineering and Mechanics
  doi: 10.12989/sem.2010.34.1.015
– volume-title: Airblast Parameters from TNT Spherical Air Burst and Hemispherical Surface Burst
  year: 1984
  ident: 1205_CR38
– volume-title: General Principles on Reliability for Structures
  year: 2015
  ident: 1205_CR68
– volume: 53
  start-page: 13
  year: 2015
  ident: 1205_CR48
  publication-title: Structural Safety
  doi: 10.1016/j.strusafe.2014.07.003
– volume: 78
  start-page: 051010
  issue: 5
  year: 2011
  ident: 1205_CR7
  publication-title: Journal of Applied Mechanics
  doi: 10.1115/1.4004278
– volume: 106
  start-page: 249
  year: 2017
  ident: 1205_CR16
  publication-title: International Journal of Impact Engineering
  doi: 10.1016/j.ijimpeng.2017.04.009
– volume: 125
  start-page: 127
  year: 2013
  ident: 1205_CR62
  publication-title: Computers & Structures
  doi: 10.1016/j.compstruc.2013.04.007
– volume: 183
  start-page: 443
  year: 2019
  ident: 1205_CR27
  publication-title: Engineering Structures
  doi: 10.1016/j.engstruct.2019.01.040
– volume-title: JCSS Probabilistic Model Code. Part 3: Material Properties
  year: 2001
  ident: 1205_CR42
– volume-title: Skyddsrum SR 15 (Civil defence shelter SR 15)
  year: 2024
  ident: 1205_CR66
– volume-title: Code for Seismic Design of Buildings
  year: 2010
  ident: 1205_CR11
– volume-title: Building Code Requirements for Structural Concrete and Commentary
  year: 2011
  ident: 1205_CR23
– volume: 145
  start-page: 04019013
  issue: 4
  year: 2019
  ident: 1205_CR51
  publication-title: Journal of Structural Engineering
  doi: 10.1061/(ASCE)ST.1943-541X.0002296
– volume-title: Shear strength of reinforced concrete beams subjected to blast loading: Non-linear dynamic analysis
  year: 2012
  ident: 1205_CR64
– volume-title: Formulae for Ammunition Management
  year: 2015
  ident: 1205_CR37
– volume: 711
  start-page: 799
  year: 2016
  ident: 1205_CR63
  publication-title: Key Engineering Materials
  doi: 10.4028/www.scientific.net/KEM.711.799
– volume-title: Bulletin No. 187: Concrete Structures Under Impact and Impulsive Loading-Synthesis Report
  year: 1988
  ident: 1205_CR24
– volume-title: CRC Standard Probability and Statistics Tables and Formulae
  year: 2000
  ident: 1205_CR61
– volume: 163
  start-page: 108569
  year: 2024
  ident: 1205_CR32
  publication-title: Engineering Failure Analysis
  doi: 10.1016/j.engfailanal.2024.108569
– volume: 143
  start-page: 04017089
  issue: 9
  year: 2017
  ident: 1205_CR29
  publication-title: Journal of Structural Engineering
  doi: 10.1061/(ASCE)ST.1943-541X.0001818
– start-page: 1735
  volume-title: Proceedings of Third International Conference on Structural Engineering, Mechanics and Computation
  year: 2007
  ident: 1205_CR50
– volume: 22
  start-page: 213
  year: 2019
  ident: 1205_CR26
  publication-title: Structures
  doi: 10.1016/j.istruc.2019.08.011
– volume: 203
  start-page: 109836
  year: 2020
  ident: 1205_CR15
  publication-title: Engineering Structures
  doi: 10.1016/j.engstruct.2019.109836
– volume-title: Reliability of Structures
  year: 2000
  ident: 1205_CR60
– volume: 71
  start-page: 13
  year: 2018
  ident: 1205_CR17
  publication-title: Structural Safety
  doi: 10.1016/j.strusafe.2017.10.010
– volume-title: Concrete beams subjected to drop-weight impact and static load
  year: 2017
  ident: 1205_CR8
– volume: 26
  start-page: 917
  issue: 7
  year: 2004
  ident: 1205_CR53
  publication-title: Engineering Structures
  doi: 10.1016/j.engstruct.2004.02.010
– volume: 8
  start-page: 111
  issue: 2
  year: 2012
  ident: 1205_CR43
  publication-title: Structure and Infrastructure Engineering
  doi: 10.1080/15732470903363164
– volume: 15
  start-page: 55
  issue: 1
  year: 2014
  ident: 1205_CR20
  publication-title: Structural Concrete
  doi: 10.1002/suco.201300040
– volume: 19
  start-page: 1193
  issue: 8
  year: 2016
  ident: 1205_CR22
  publication-title: Advances in Structural Engineering
  doi: 10.1177/1369433216656430
– volume-title: Concrete Structures Standard—Part 1: The Design of Concrete Structures
  year: 2006
  ident: 1205_CR12
– volume: 19
  start-page: 716
  issue: 6
  year: 1974
  ident: 1205_CR57
  publication-title: IEEE Transactions on Automatic Control
  doi: 10.1109/TAC.1974.1100705
– volume-title: Reinforced Concrete Structures
  year: 1975
  ident: 1205_CR9
  doi: 10.1002/9780470172834
– volume: 17
  start-page: 11
  issue: 1
  year: 2016
  ident: 1205_CR55
  publication-title: Structural Concrete
  doi: 10.1002/suco.201400107
– volume: 15
  start-page: 17
  issue: 1–2
  year: 1994
  ident: 1205_CR69
  publication-title: Structural Safety
  doi: 10.1016/0167-4730(94)90050-7
– volume-title: Moment and Shear Force
  year: 2015
  ident: 1205_CR19
– volume: 11
  start-page: 235
  issue: 2
  year: 2020
  ident: 1205_CR49
  publication-title: International Journal of Protective Structures
  doi: 10.1177/2041419619871305
– volume: 259
  start-page: 14
  year: 2013
  ident: 1205_CR30
  publication-title: Nuclear Engineering and Design
  doi: 10.1016/j.nucengdes.2013.02.016
– volume-title: Introduction to Structural Dynamics
  year: 1964
  ident: 1205_CR1
– volume-title: Blast Effects on Buildings
  year: 2020
  ident: 1205_CR3
– volume-title: Design Bomb
  year: 2015
  ident: 1205_CR36
– volume-title: Structures to Resist the Effects of Accidental Explosions
  year: 2008
  ident: 1205_CR21
– volume-title: Towards stochastic finite element analysis of reinforced concrete structures
  year: 2016
  ident: 1205_CR41
– volume-title: Modern Protective Structures
  year: 2008
  ident: 1205_CR4
  doi: 10.1201/9781420015423
– volume: 17
  start-page: 1017
  issue: 6
  year: 2016
  ident: 1205_CR47
  publication-title: Structural Concrete
  doi: 10.1002/suco.201500214
– volume: 4
  start-page: 521
  issue: 4
  year: 2013
  ident: 1205_CR31
  publication-title: International Journal of Protective Structures
  doi: 10.1260/2041-4196.4.4.521
– volume: 142
  start-page: 105150
  year: 2023
  ident: 1205_CR33
  publication-title: Cement and Concrete Composites
  doi: 10.1016/j.cemconcomp.2023.105150
– volume: 111
  start-page: 1147
  issue: 5
  year: 2014
  ident: 1205_CR35
  publication-title: ACI Structural Journal
  doi: 10.14359/51686819
– ident: 1205_CR54
– volume-title: Proceedings of the 28th DoD Explosives Safety Seminar
  year: 1998
  ident: 1205_CR25
– volume-title: Swedish Fortifications Agency Building Regulations FKR 2011
  year: 2011
  ident: 1205_CR65
– volume-title: Microcomputer Programs CONWEP and FUNPRO, Applications of TM 5-855-1, “Fundamentals of Protective Design for Conventional Weapons” (User’s Guide)
  year: 1988
  ident: 1205_CR39
– volume-title: The effect of uncertainty in material properties and model error on the reliability of strength and ductility of reinforced concrete members
  year: 2014
  ident: 1205_CR40
  doi: 10.14264/uql.2015.95
– volume: 19
  start-page: 1950091
  issue: 8
  year: 2019
  ident: 1205_CR28
  publication-title: International Journal of Structural Stability and Dynamics
  doi: 10.1142/S0219455419500913
– volume: 110
  start-page: 867
  issue: 5
  year: 2013
  ident: 1205_CR34
  publication-title: ACI Structural Journal
– volume-title: JCSS Probabilistic Model Code. Part 1: Basis of Design
  year: 2001
  ident: 1205_CR45
– volume: 93
  start-page: 158
  issue: 2
  year: 1996
  ident: 1205_CR44
  publication-title: ACI Materials Journal
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Snippet Blast-loaded reinforced concrete (RC) slabs should fail under a ductile bending mechanism enabling high energy absorption capacity. Hence, brittle shear...
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SubjectTerms Bending
Blast
blast loading
Blast loads
Building codes
Cities
Civil Engineering
Concrete slabs
Concrete structures
Confidence intervals
Countries
Ductile-brittle transition
Energy absorption
Engineering
Failure mechanisms
Failure modes
model uncertainty
Monte Carlo method
Monte Carlo simulation
premature shear failure
Regions
Reinforced concrete
reinforced concrete slabs
Research Article
Shear
Statistical analysis
Uncertainty
Title Probabilistic study of premature shear failure of slender reinforced concrete one-way slabs subjected to blast loading
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https://research.chalmers.se/publication/547841
Volume 19
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