Finite element analysis of the shear performance of box-groove interface of ultra-high-performance concrete (UHPC)-normal strength concrete (NSC) composite girder

Ultra-high-performance concrete (UHPC) has been widely used in hybrid structures with normal strength concrete (NSC) due to the high performance of UHPC. However, there is limited knowledge on interface shear performance between UHPC and NSC. This study proposed a shear strength model for a long-spa...

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Published inInnovative infrastructure solutions : the official journal of the Soil-Structure Interaction Group in Egypt (SSIGE) Vol. 7; no. 3
Main Authors Farouk, Abdulwarith Ibrahim Bibi, Zhu, Jinsong, Yuhui, Gu
Format Journal Article
LanguageEnglish
Published Cham Springer International Publishing 01.06.2022
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Abstract Ultra-high-performance concrete (UHPC) has been widely used in hybrid structures with normal strength concrete (NSC) due to the high performance of UHPC. However, there is limited knowledge on interface shear performance between UHPC and NSC. This study proposed a shear strength model for a long-span UHPC-NSC composite girder with a groove interface. A finite element model of the UHPC-NSC interfaces was established. The interface shear performance of precast NSC and cast-in-place UHPC with different interfaces, including the box groove, were numerically analyzed and validated by experimental data obtained from a push-off test. The numerical analysis indicates that the reinforcement across the UHPC-NSC interface could effectively improve the ultimate shear resistance of the interface with the groove surface. The eccentric loading distance slightly decreases the ultimate shear resistance. The AFGC-2013 recommendations provide better prediction accuracy than the ACI 318-14 and AASHTO LRFD.
AbstractList Ultra-high-performance concrete (UHPC) has been widely used in hybrid structures with normal strength concrete (NSC) due to the high performance of UHPC. However, there is limited knowledge on interface shear performance between UHPC and NSC. This study proposed a shear strength model for a long-span UHPC-NSC composite girder with a groove interface. A finite element model of the UHPC-NSC interfaces was established. The interface shear performance of precast NSC and cast-in-place UHPC with different interfaces, including the box groove, were numerically analyzed and validated by experimental data obtained from a push-off test. The numerical analysis indicates that the reinforcement across the UHPC-NSC interface could effectively improve the ultimate shear resistance of the interface with the groove surface. The eccentric loading distance slightly decreases the ultimate shear resistance. The AFGC-2013 recommendations provide better prediction accuracy than the ACI 318-14 and AASHTO LRFD.
ArticleNumber 212
Author Farouk, Abdulwarith Ibrahim Bibi
Zhu, Jinsong
Yuhui, Gu
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Cites_doi 10.15554/pcij.03012016.38.55
10.15554/pcij.03011972.55.75
10.1155/2020/2139054
10.1177/1369433220924797
10.1016/j.conbuildmat.2019.117485
10.1155/2019/4589824
10.1063/1.5126575
10.1016/j.engstruct.2019.110122
10.1061/(ASCE)0899-1561(2008)20:4(294)
10.1016/j.conbuildmat.2020.119942
10.1016/j.conbuildmat.2019.117480
10.1177/1369433220911140
10.1177/1369433219891531
10.1016/j.engstruct.2020.111610
10.1016/j.conbuildmat.2017.08.170
10.1016/j.conbuildmat.2020.120251
10.1061/(ASCE)ST.1943-541X.0002984
10.1016/j.engstruct.2015.04.017
10.1016/j.jobe.2021.102569
10.1177/1369433218823841
10.1177/1369433219879805
10.15554/pcij.06012014.130.144
10.1155/2018/6429767
10.30880/ijie.2020.12.09.011
10.1061/(ASCE)BE.1943-5592.0001727
10.1061/(ASCE)BE.1943-5592.0001404
10.1061/(ASCE)0899-1561(2007)19:10(848)
10.1016/j.conbuildmat.2017.06.156
10.1016/j.conbuildmat.2020.120587
10.1061/(ASCE)0733-9399(1998)124:8(892)
10.1016/j.conbuildmat.2020.120008
10.1016/j.engstruct.2019.01.055
10.1617/s11527-012-9931-1
10.1016/j.compositesb.2019.107021
10.1016/j.conbuildmat.2018.09.167
10.1061/(asce)be.1943-5592.0000953
10.1177/1369433220939208
10.1016/j.conbuildmat.2019.117431
10.15554/pcij.01011994.48.69
10.15554/pcij64.6-02
10.3390/ma12183040
10.1002/9781118557839.ch47
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Keywords Finite element analysis
Long-span UHPC-NSC composite girder
Adhesion
Interface shear strength
Push-off test
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References Shaw, Sneed (CR33) 2014; 59
Haber, Munoz, De la Varga, Graybeal (CR26) 2018; 190
Crane (CR30) 2010
Yang, Du, Yu, Pan (CR9) 2020; 23
Tayeh, Aadi, Hilal (CR3) 2019; 2157
Li, Fan, Shi, Shao (CR51) 2018; 51
Bae, Hwang, Park (CR14) 2019; 12
Afefy, El-Tony (CR12) 2019; 22
Harries, Zeno, Shahrooz (CR32) 2012; 109
Zhang, Zhang, Zhu (CR24) 2020; 236
CR31
Tayeh, Abu Bakar, Megat Johari (CR11) 2013; 46
Baharuddin, Nazri, Bakar (CR13) 2020
Wang, Liu, Li (CR40) 2020; 264
Jang, Lee, Cho, Kim (CR29) 2018; 2018
Sriram, Sri (CR25) 2019; 24
Wu, Wu, Liu, Hao (CR27) 2019; 183
Mattock, Hawkins (CR54) 1972; 17
Valikhani, Jahromi, Mantawy, Azizinamini (CR39) 2021; 267
Mansour, Tayeh (CR41) 2020; 2020
CR4
Faried, Mostafa, Tayeh, Tawfik (CR10) 2021; 43
Ali Dadvar, Mostofinejad, Bahmani (CR17) 2020; 235
Abaqus, Manual (CR53) 2003
CR7
Shaodi, Zhuangcheng, Gongfa (CR38) 2021; 26
Zhang, Shao, Li (CR50) 2015; 8
CR48
Wang, Yuan, Feng (CR8) 2020; 23
Yong, Lanhui, Bing (CR37) 2021; 147
CR43
Jiang, Fang, Ma (CR20) 2016; 21
Jang, Lee, Cho, Kim (CR44) 2017; 152
Guo, Kang, Zhu (CR49) 2017; 47
Ronanki, Aaleti, Binard (CR16) 2019
Graybeal, Tanesi (CR5) 2007; 19
Semendary, Hamid, Steinberg, Khoury (CR22) 2020; 205
CR19
Wu, Shi, Khayat (CR1) 2019; 174
Loov, Patnaik (CR55) 1994; 39
Zhang, Zhu, Liao, Wang (CR52) 2020; 235
(CR47) 1993
Wang, Sun, Tang, Wang (CR15) 2020; 23
Mansur, Vinayagam, Tan (CR56) 2008; 20
Sneed, Krc, Wermager, Meinheit (CR34) 2016; 61
Hu, Yin, Ding (CR35) 2020; 23
Amini Pishro, Feng, Ping (CR2) 2020; 262
Aaleti, Sritharan (CR18) 2019; 24
Chen, Fang, Wang (CR36) 2019; 2019
Baran (CR21) 2015; 98
Bassam, Tayeh, Tarek Khalifa (CR42) 2021; 27
Qi, Wang, Zhang (CR23) 2019; 23
Resplendino (CR58) 2011
Jeeho, Fenves (CR45) 1998; 124
Jiang, Shao, Fang (CR57) 2021; 228
Shafieifar, Farzad, Azizinamini (CR6) 2017; 156
Liu, Chen, Guan (CR28) 2020; 261
Hognestad, Hanson, McHenry (CR46) 1955
L Yong (815_CR37) 2021; 147
LH Sneed (815_CR34) 2016; 61
E Hognestad (815_CR46) 1955
NK Baharuddin (815_CR13) 2020
KA Harries (815_CR32) 2012; 109
MA Mansur (815_CR56) 2008; 20
AS Faried (815_CR10) 2021; 43
815_CR31
BA Tayeh (815_CR3) 2019; 2157
J Wang (815_CR8) 2020; 23
DM Shaw (815_CR33) 2014; 59
S Ali Dadvar (815_CR17) 2020; 235
E Baran (815_CR21) 2015; 98
A Amini Pishro (815_CR2) 2020; 262
B Graybeal (815_CR5) 2007; 19
G Chen (815_CR36) 2019; 2019
L Jeeho (815_CR45) 1998; 124
815_CR48
UM Abaqus (815_CR53) 2003
A Sriram (815_CR25) 2019; 24
815_CR43
VS Ronanki (815_CR16) 2019
A Valikhani (815_CR39) 2021; 267
Béton CE-I du (815_CR47) 1993
L Li (815_CR51) 2018; 51
Y Hu (815_CR35) 2020; 23
AH Mattock (815_CR54) 1972; 17
J Resplendino (815_CR58) 2011
CK Crane (815_CR30) 2010
815_CR19
AA Semendary (815_CR22) 2020; 205
H-O Jang (815_CR29) 2018; 2018
ZB Haber (815_CR26) 2018; 190
RE Loov (815_CR55) 1994; 39
W Mansour (815_CR41) 2020; 2020
HM Afefy (815_CR12) 2019; 22
X Wang (815_CR40) 2020; 264
815_CR4
815_CR7
P Wu (815_CR27) 2019; 183
Y Yang (815_CR9) 2020; 23
Z Zhang (815_CR50) 2015; 8
JH Bae (815_CR14) 2019; 12
J Liu (815_CR28) 2020; 261
Y Zhang (815_CR52) 2020; 235
H-O Jang (815_CR44) 2017; 152
W Shaodi (815_CR38) 2021; 26
H Jiang (815_CR57) 2021; 228
S Aaleti (815_CR18) 2019; 24
Z Wu (815_CR1) 2019; 174
H Jiang (815_CR20) 2016; 21
H Wang (815_CR15) 2020; 23
Y Zhang (815_CR24) 2020; 236
X Guo (815_CR49) 2017; 47
M Shafieifar (815_CR6) 2017; 156
BA Tayeh (815_CR11) 2013; 46
WMMS Bassam (815_CR42) 2021; 27
J Qi (815_CR23) 2019; 23
References_xml – volume: 61
  start-page: 38
  issue: 2
  year: 2016
  end-page: 55
  ident: CR34
  article-title: Interface shear transfer of lightweight-aggregate concretes with different lightweight aggregates
  publication-title: Pci J
  doi: 10.15554/pcij.03012016.38.55
– volume: 17
  start-page: 55
  year: 1972
  end-page: 75
  ident: CR54
  article-title: Shear transfer in reinforced concrete—recent research
  publication-title: Pci J
  doi: 10.15554/pcij.03011972.55.75
– volume: 109
  start-page: 835
  year: 2012
  ident: CR32
  article-title: Toward an improved understanding of shear-friction behavior
  publication-title: ACI Struct J
– ident: CR4
– volume: 2020
  start-page: 2139054
  year: 2020
  ident: CR41
  article-title: Shear behaviour of RC beams strengthened by various ultrahigh performance fibre-reinforced concrete systems
  publication-title: Adv Civ Eng
  doi: 10.1155/2020/2139054
– volume: 23
  start-page: 3009
  year: 2020
  end-page: 3023
  ident: CR8
  article-title: Dynamic performances of ultra-high-performance fiber-reinforced concrete–strengthened concrete columns subjected to blast impacts
  publication-title: Adv Struct Eng
  doi: 10.1177/1369433220924797
– volume: 51
  start-page: 84
  year: 2018
  end-page: 94
  ident: CR51
  article-title: Experimental study on flexural behavior of large-scale prestressed UHPC T-shaped beam
  publication-title: China Civ Eng J
– volume: 235
  start-page: 117485
  year: 2020
  ident: CR17
  article-title: Strengthening of RC columns by ultra-high performance fiber reinforced concrete (UHPFRC) jacketing
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2019.117485
– volume: 2019
  start-page: 4589824
  year: 2019
  ident: CR36
  article-title: Numerical analysis on shear behavior of joints under low confining and eccentric loads
  publication-title: Adv Civ Eng
  doi: 10.1155/2019/4589824
– volume: 2157
  start-page: 20040
  year: 2019
  ident: CR3
  article-title: Properties of ultra-high-performance fiber-reinforced concrete (UHPFRC)—a review paper
  publication-title: AIP Conf Proc
  doi: 10.1063/1.5126575
– volume: 205
  start-page: 110122
  year: 2020
  ident: CR22
  article-title: Shear friction performance between high strength concrete (HSC) and ultra high performance concrete (UHPC) for bridge connection applications
  publication-title: Eng Struct
  doi: 10.1016/j.engstruct.2019.110122
– volume: 47
  start-page: 369
  year: 2017
  end-page: 376
  ident: CR49
  article-title: Constitutive relationship of ultrahigh performance concrete under uni-axial compression
  publication-title: J Southeast Univ
– volume: 20
  start-page: 294
  year: 2008
  end-page: 302
  ident: CR56
  article-title: Shear transfer across a crack in reinforced high-strength concrete
  publication-title: J Mater Civ Eng
  doi: 10.1061/(ASCE)0899-1561(2008)20:4(294)
– volume: 262
  start-page: 119942
  year: 2020
  ident: CR2
  article-title: Comprehensive equation of local bond stress between UHPC and reinforcing steel bars
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2020.119942
– volume: 236
  start-page: 117480
  year: 2020
  ident: CR24
  article-title: An experimental study: various influence factors affecting interfacial shear performance of UHPC-NSC
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2019.117480
– start-page: 455
  year: 1955
  end-page: 480
  ident: CR46
  article-title: Concrete stress distribution in ultimate strength design
  publication-title: Journal proceedings
– volume: 23
  start-page: 2220
  year: 2020
  end-page: 2236
  ident: CR15
  article-title: Experimental and numerical investigation of steel–ultra-high-performance concrete continuous composite beam behavior
  publication-title: Adv Struct Eng
  doi: 10.1177/1369433220911140
– volume: 23
  start-page: 1142
  year: 2019
  end-page: 1153
  ident: CR23
  article-title: Flexural behavior of an innovative dovetail ultra-high performance concrete joint using steel wire mesh interface treatment in composite bridges
  publication-title: Adv Struct Eng
  doi: 10.1177/1369433219891531
– volume: 228
  start-page: 111610
  year: 2021
  ident: CR57
  article-title: Shear-friction behavior of grooved construction joints between a precast UHPC girder and a cast-in-place concrete slab
  publication-title: Eng Struct
  doi: 10.1016/j.engstruct.2020.111610
– ident: CR19
– volume: 156
  start-page: 402
  year: 2017
  end-page: 411
  ident: CR6
  article-title: Experimental and numerical study on mechanical properties of ultra high performance concrete (UHPC)
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2017.08.170
– volume: 264
  start-page: 120251
  year: 2020
  ident: CR40
  article-title: Bond behavior and shear transfer of steel section-concrete interface with studs: testing and modeling
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2020.120251
– volume: 147
  start-page: 4021046
  year: 2021
  ident: CR37
  article-title: Shear transfer capacity of angle connectors in u-shaped composite girder: experimental and numerical study
  publication-title: J Struct Eng
  doi: 10.1061/(ASCE)ST.1943-541X.0002984
– volume: 98
  start-page: 109
  year: 2015
  end-page: 117
  ident: CR21
  article-title: Effects of cast-in-place concrete topping on flexural response of precast concrete hollow-core slabs
  publication-title: Eng Struct
  doi: 10.1016/j.engstruct.2015.04.017
– volume: 43
  start-page: 102569
  year: 2021
  ident: CR10
  article-title: Mechanical and durability properties of ultra-high performance concrete incorporated with various nano waste materials under different curing conditions
  publication-title: J Build Eng
  doi: 10.1016/j.jobe.2021.102569
– volume: 22
  start-page: 1799
  year: 2019
  end-page: 1816
  ident: CR12
  article-title: Punching shear resistance of strengthened reinforced concrete interior slab–column connections using ultra-high-performance strain-hardening cementitious composite material
  publication-title: Adv Struct Eng
  doi: 10.1177/1369433218823841
– volume: 23
  start-page: 794
  year: 2020
  end-page: 809
  ident: CR9
  article-title: Experimental study on the seismic performance of composite columns with an ultra-high-strength concrete-filled steel tube core
  publication-title: Adv Struct Eng
  doi: 10.1177/1369433219879805
– volume: 59
  start-page: 130
  issue: 3
  year: 2014
  end-page: 144
  ident: CR33
  article-title: Interface shear transfer of lightweight-aggregate concretes cast at different times
  publication-title: Pci J
  doi: 10.15554/pcij.06012014.130.144
– volume: 2018
  start-page: 6429767
  year: 2018
  ident: CR29
  article-title: Numerical and experimental analysis of the shear behavior of ultrahigh-performance concrete construction joints
  publication-title: Adv Mater Sci Eng
  doi: 10.1155/2018/6429767
– year: 2020
  ident: CR13
  article-title: Potential use of ultra high-performance fibre-reinforced concrete as a repair material for fire-damaged concrete in terms of bond strength
  publication-title: Int J Integr Eng
  doi: 10.30880/ijie.2020.12.09.011
– ident: CR43
– volume: 26
  start-page: 4021030
  year: 2021
  ident: CR38
  article-title: Numerical analysis on shear behavior of grouped head stud shear connectors between steel girders and precast concrete slabs with high-strength concrete-filled shear pockets
  publication-title: J Bridg Eng
  doi: 10.1061/(ASCE)BE.1943-5592.0001727
– volume: 24
  start-page: 4019041
  year: 2019
  ident: CR25
  article-title: Quantifying bonding characteristics between UHPC and normal-strength concrete for bridge deck application
  publication-title: J Bridg Eng
  doi: 10.1061/(ASCE)BE.1943-5592.0001404
– volume: 19
  start-page: 848
  year: 2007
  end-page: 854
  ident: CR5
  article-title: Durability of an ultrahigh-performance concrete
  publication-title: J Mater Civ Eng
  doi: 10.1061/(ASCE)0899-1561(2007)19:10(848)
– volume: 152
  start-page: 16
  year: 2017
  end-page: 23
  ident: CR44
  article-title: Experimental study on shear performance of plain construction joints integrated with ultra-high performance concrete (UHPC)
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2017.06.156
– volume: 8
  start-page: 50
  year: 2015
  ident: CR50
  article-title: Axial tensile behavior test of ultra high performance concrete
  publication-title: China J Highw Transp
– volume: 267
  start-page: 120587
  year: 2021
  ident: CR39
  article-title: Effect of mechanical connectors on interface shear strength between concrete substrates and uhpc: experimental and numerical studies and proposed design equation
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2020.120587
– volume: 124
  start-page: 892
  year: 1998
  end-page: 900
  ident: CR45
  article-title: Plastic-damage model for cyclic loading of concrete structures
  publication-title: J Eng Mech
  doi: 10.1061/(ASCE)0733-9399(1998)124:8(892)
– volume: 261
  start-page: 120008
  year: 2020
  ident: CR28
  article-title: Experimental study on interfacial shear behaviour between ultra-high performance concrete and normal strength concrete in precast composite members
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2020.120008
– volume: 27
  start-page: 473
  issue: 5
  year: 2021
  end-page: 487
  ident: CR42
  article-title: Development of shear capacity equations for RC beams strengthened with UHPFRC
  publication-title: Comput Concr
– volume: 183
  start-page: 780
  year: 2019
  end-page: 790
  ident: CR27
  article-title: Investigation of shear performance of UHPC by direct shear tests
  publication-title: Eng Struct
  doi: 10.1016/j.engstruct.2019.01.055
– volume: 46
  start-page: 743
  year: 2013
  end-page: 753
  ident: CR11
  article-title: Characterization of the interfacial bond between old concrete substrate and ultra high performance fiber concrete repair composite
  publication-title: Mater Struct Constr
  doi: 10.1617/s11527-012-9931-1
– volume: 174
  start-page: 107021
  year: 2019
  ident: CR1
  article-title: Investigation of mechanical properties and shrinkage of ultra-high performance concrete: influence of steel fiber content and shape
  publication-title: Compos Part B Eng
  doi: 10.1016/j.compositesb.2019.107021
– year: 1993
  ident: CR47
  publication-title: CEB-FIP model code 1990: design code
– start-page: 713
  year: 2011
  end-page: 722
  ident: CR58
  article-title: Ultra high performance concrete: new AFGC recommendations
  publication-title: Designing and building with UHPFRC
– ident: CR48
– year: 2003
  ident: CR53
  publication-title: Version 6.3, Hibbitt
– volume: 190
  start-page: 1056
  year: 2018
  end-page: 1068
  ident: CR26
  article-title: Bond characterization of UHPC overlays for concrete bridge decks: laboratory and field testing
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2018.09.167
– year: 2010
  ident: CR30
  publication-title: Shear and shear friction of ultra-high performance concrete bridge girders
– volume: 21
  start-page: 04016081
  year: 2016
  ident: CR20
  article-title: Shear-friction behavior of groove interface in concrete bridge rehabilitation
  publication-title: J Bridg Eng
  doi: 10.1061/(asce)be.1943-5592.0000953
– volume: 23
  start-page: 3401
  year: 2020
  end-page: 3414
  ident: CR35
  article-title: Shear behavior of large stud shear connectors embedded in ultra-high-performance concrete
  publication-title: Adv Struct Eng
  doi: 10.1177/1369433220939208
– volume: 235
  start-page: 117431
  year: 2020
  ident: CR52
  article-title: Interfacial bond properties between normal strength concrete substrate and ultra-high performance concrete as a repair material
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2019.117431
– ident: CR31
– volume: 39
  start-page: 48
  issue: 1
  year: 1994
  end-page: 69
  ident: CR55
  article-title: Horizontal shear strength of composite concrete beams
  publication-title: PCI J Chic
  doi: 10.15554/pcij.01011994.48.69
– ident: CR7
– year: 2019
  ident: CR16
  article-title: Long-span hybrid precast concrete bridge girder using ultra-high-performance concrete and normalweight concrete
  publication-title: PCI J
  doi: 10.15554/pcij64.6-02
– volume: 12
  start-page: 3040
  issue: 18
  year: 2019
  ident: CR14
  article-title: Structural safety evaluation of precast, prestressed concrete deck slabs cast using 120-MPa high-performance concrete with a reinforced joint
  publication-title: Materials (Basel)
  doi: 10.3390/ma12183040
– volume: 24
  start-page: 1
  year: 2019
  end-page: 13
  ident: CR18
  article-title: Quantifying bonding characteristics between UHPC and normal-strength concrete for bridge deck application
  publication-title: J Bridg Eng
  doi: 10.1061/(ASCE)BE.1943-5592.0001404
– volume: 109
  start-page: 835
  year: 2012
  ident: 815_CR32
  publication-title: ACI Struct J
– ident: 815_CR19
– volume: 23
  start-page: 3401
  year: 2020
  ident: 815_CR35
  publication-title: Adv Struct Eng
  doi: 10.1177/1369433220939208
– start-page: 713
  volume-title: Designing and building with UHPFRC
  year: 2011
  ident: 815_CR58
  doi: 10.1002/9781118557839.ch47
– volume: 236
  start-page: 117480
  year: 2020
  ident: 815_CR24
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2019.117480
– volume-title: Shear and shear friction of ultra-high performance concrete bridge girders
  year: 2010
  ident: 815_CR30
– volume: 61
  start-page: 38
  issue: 2
  year: 2016
  ident: 815_CR34
  publication-title: Pci J
  doi: 10.15554/pcij.03012016.38.55
– volume: 43
  start-page: 102569
  year: 2021
  ident: 815_CR10
  publication-title: J Build Eng
  doi: 10.1016/j.jobe.2021.102569
– volume: 12
  start-page: 3040
  issue: 18
  year: 2019
  ident: 815_CR14
  publication-title: Materials (Basel)
  doi: 10.3390/ma12183040
– volume: 262
  start-page: 119942
  year: 2020
  ident: 815_CR2
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2020.119942
– volume: 23
  start-page: 794
  year: 2020
  ident: 815_CR9
  publication-title: Adv Struct Eng
  doi: 10.1177/1369433219879805
– volume: 147
  start-page: 4021046
  year: 2021
  ident: 815_CR37
  publication-title: J Struct Eng
  doi: 10.1061/(ASCE)ST.1943-541X.0002984
– volume: 21
  start-page: 04016081
  year: 2016
  ident: 815_CR20
  publication-title: J Bridg Eng
  doi: 10.1061/(asce)be.1943-5592.0000953
– ident: 815_CR7
– volume-title: CEB-FIP model code 1990: design code
  year: 1993
  ident: 815_CR47
– volume: 20
  start-page: 294
  year: 2008
  ident: 815_CR56
  publication-title: J Mater Civ Eng
  doi: 10.1061/(ASCE)0899-1561(2008)20:4(294)
– volume: 23
  start-page: 3009
  year: 2020
  ident: 815_CR8
  publication-title: Adv Struct Eng
  doi: 10.1177/1369433220924797
– volume: 2157
  start-page: 20040
  year: 2019
  ident: 815_CR3
  publication-title: AIP Conf Proc
  doi: 10.1063/1.5126575
– volume: 51
  start-page: 84
  year: 2018
  ident: 815_CR51
  publication-title: China Civ Eng J
– volume: 59
  start-page: 130
  issue: 3
  year: 2014
  ident: 815_CR33
  publication-title: Pci J
  doi: 10.15554/pcij.06012014.130.144
– start-page: 455
  volume-title: Journal proceedings
  year: 1955
  ident: 815_CR46
– year: 2019
  ident: 815_CR16
  publication-title: PCI J
  doi: 10.15554/pcij64.6-02
– volume: 46
  start-page: 743
  year: 2013
  ident: 815_CR11
  publication-title: Mater Struct Constr
  doi: 10.1617/s11527-012-9931-1
– ident: 815_CR31
– volume: 152
  start-page: 16
  year: 2017
  ident: 815_CR44
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2017.06.156
– volume: 190
  start-page: 1056
  year: 2018
  ident: 815_CR26
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2018.09.167
– volume: 261
  start-page: 120008
  year: 2020
  ident: 815_CR28
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2020.120008
– volume: 267
  start-page: 120587
  year: 2021
  ident: 815_CR39
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2020.120587
– volume: 39
  start-page: 48
  issue: 1
  year: 1994
  ident: 815_CR55
  publication-title: PCI J Chic
  doi: 10.15554/pcij.01011994.48.69
– volume: 24
  start-page: 1
  year: 2019
  ident: 815_CR18
  publication-title: J Bridg Eng
  doi: 10.1061/(ASCE)BE.1943-5592.0001404
– volume: 183
  start-page: 780
  year: 2019
  ident: 815_CR27
  publication-title: Eng Struct
  doi: 10.1016/j.engstruct.2019.01.055
– volume: 124
  start-page: 892
  year: 1998
  ident: 815_CR45
  publication-title: J Eng Mech
  doi: 10.1061/(ASCE)0733-9399(1998)124:8(892)
– volume: 19
  start-page: 848
  year: 2007
  ident: 815_CR5
  publication-title: J Mater Civ Eng
  doi: 10.1061/(ASCE)0899-1561(2007)19:10(848)
– volume: 8
  start-page: 50
  year: 2015
  ident: 815_CR50
  publication-title: China J Highw Transp
– volume: 22
  start-page: 1799
  year: 2019
  ident: 815_CR12
  publication-title: Adv Struct Eng
  doi: 10.1177/1369433218823841
– volume: 2019
  start-page: 4589824
  year: 2019
  ident: 815_CR36
  publication-title: Adv Civ Eng
  doi: 10.1155/2019/4589824
– volume: 264
  start-page: 120251
  year: 2020
  ident: 815_CR40
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2020.120251
– volume: 27
  start-page: 473
  issue: 5
  year: 2021
  ident: 815_CR42
  publication-title: Comput Concr
– year: 2020
  ident: 815_CR13
  publication-title: Int J Integr Eng
  doi: 10.30880/ijie.2020.12.09.011
– volume: 174
  start-page: 107021
  year: 2019
  ident: 815_CR1
  publication-title: Compos Part B Eng
  doi: 10.1016/j.compositesb.2019.107021
– volume: 2018
  start-page: 6429767
  year: 2018
  ident: 815_CR29
  publication-title: Adv Mater Sci Eng
  doi: 10.1155/2018/6429767
– volume: 26
  start-page: 4021030
  year: 2021
  ident: 815_CR38
  publication-title: J Bridg Eng
  doi: 10.1061/(ASCE)BE.1943-5592.0001727
– volume: 205
  start-page: 110122
  year: 2020
  ident: 815_CR22
  publication-title: Eng Struct
  doi: 10.1016/j.engstruct.2019.110122
– volume: 98
  start-page: 109
  year: 2015
  ident: 815_CR21
  publication-title: Eng Struct
  doi: 10.1016/j.engstruct.2015.04.017
– volume: 17
  start-page: 55
  year: 1972
  ident: 815_CR54
  publication-title: Pci J
  doi: 10.15554/pcij.03011972.55.75
– volume: 23
  start-page: 2220
  year: 2020
  ident: 815_CR15
  publication-title: Adv Struct Eng
  doi: 10.1177/1369433220911140
– ident: 815_CR43
– volume: 2020
  start-page: 2139054
  year: 2020
  ident: 815_CR41
  publication-title: Adv Civ Eng
  doi: 10.1155/2020/2139054
– volume: 156
  start-page: 402
  year: 2017
  ident: 815_CR6
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2017.08.170
– volume: 228
  start-page: 111610
  year: 2021
  ident: 815_CR57
  publication-title: Eng Struct
  doi: 10.1016/j.engstruct.2020.111610
– volume: 235
  start-page: 117431
  year: 2020
  ident: 815_CR52
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2019.117431
– volume: 235
  start-page: 117485
  year: 2020
  ident: 815_CR17
  publication-title: Constr Build Mater
  doi: 10.1016/j.conbuildmat.2019.117485
– volume: 23
  start-page: 1142
  year: 2019
  ident: 815_CR23
  publication-title: Adv Struct Eng
  doi: 10.1177/1369433219891531
– volume: 47
  start-page: 369
  year: 2017
  ident: 815_CR49
  publication-title: J Southeast Univ
– ident: 815_CR48
– volume-title: Version 6.3, Hibbitt
  year: 2003
  ident: 815_CR53
– ident: 815_CR4
– volume: 24
  start-page: 4019041
  year: 2019
  ident: 815_CR25
  publication-title: J Bridg Eng
  doi: 10.1061/(ASCE)BE.1943-5592.0001404
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Snippet Ultra-high-performance concrete (UHPC) has been widely used in hybrid structures with normal strength concrete (NSC) due to the high performance of UHPC....
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SubjectTerms Earth and Environmental Science
Earth Sciences
Environmental Science and Engineering
Foundations
Geoengineering
Geotechnical Engineering & Applied Earth Sciences
Hydraulics
Technical Paper
Title Finite element analysis of the shear performance of box-groove interface of ultra-high-performance concrete (UHPC)-normal strength concrete (NSC) composite girder
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