Investigation of Influence of Section Pre-crack on Shear Strength and Shear Resistance Mechanism of RC Beams by Experiment and 3-D RBSM Analysis

In order to investigate the influence of crack through section, which is often generated under cyclic loading, on the shear behavior and strength of RC beam, an experimental method was attempted to introduce a 0.5 mm and 1.0 mm-wide pre-crack, respectively, in beam cross section. The two pre-cracked...

Full description

Saved in:
Bibliographic Details
Published inJournal of Advanced Concrete Technology Vol. 15; no. 11; pp. 700 - 712
Main Authors Nakamura, Hikaru, Yamamoto, Yoshihito, Miura, Taito, Fu, Li
Format Journal Article
LanguageEnglish
Published Tokyo Japan Concrete Institute 25.11.2017
Japan Science and Technology Agency
Subjects
Arches
Blocking
Compressive properties
Cracks
Cyclic loads
Decomposition
Reinforced concrete
Shear strength
Stress transfer
Online AccessGet full text
ISSN1346-8014
1347-3913
DOI10.3151/jact.15.700

Cover

Abstract In order to investigate the influence of crack through section, which is often generated under cyclic loading, on the shear behavior and strength of RC beam, an experimental method was attempted to introduce a 0.5 mm and 1.0 mm-wide pre-crack, respectively, in beam cross section. The two pre-cracked beams were tested and the shear behav-iors were compared with a non-cracked one. As the experimental result, it was found that the section pre-cracks led to a significant degradation of shear strength. Secondly, the different shear behaviors between pre-cracked and non-cracked beams were simulated by 3-D RBSM, and the developments of shear resistances were decomposed into the shear con-tributions provided by beam action and arch action. Based on the decomposition result, it became clear that the arch actions governed the grades of shear strengths and the section pre-cracks played a primary role in inducing extra crack behaviors and obstructing the longitudinal compressive stress transfer in concrete.
AbstractList In order to investigate the influence of crack through section, which is often generated under cyclic loading, on the shear behavior and strength of RC beam, an experimental method was attempted to introduce a 0.5 mm and 1.0 mm-wide pre-crack, respectively, in beam cross section. The two pre-cracked beams were tested and the shear behav-iors were compared with a non-cracked one. As the experimental result, it was found that the section pre-cracks led to a significant degradation of shear strength. Secondly, the different shear behaviors between pre-cracked and non-cracked beams were simulated by 3-D RBSM, and the developments of shear resistances were decomposed into the shear con-tributions provided by beam action and arch action. Based on the decomposition result, it became clear that the arch actions governed the grades of shear strengths and the section pre-cracks played a primary role in inducing extra crack behaviors and obstructing the longitudinal compressive stress transfer in concrete.
Author Fu, Li
Miura, Taito
Yamamoto, Yoshihito
Nakamura, Hikaru
Author_xml – sequence: 1
  fullname: Nakamura, Hikaru
  organization: Department of Civil and Environmental Engineering, Nagoya University, Nagoya, Japan
– sequence: 1
  fullname: Yamamoto, Yoshihito
  organization: Department of Civil and Environmental Engineering, Nagoya University, Nagoya, Japan
– sequence: 1
  fullname: Miura, Taito
  organization: Department of Civil and Environmental Engineering, Nagoya University, Nagoya, Japan
– sequence: 1
  fullname: Fu, Li
  organization: Department of Civil and Environmental Engineering, Nagoya University, Nagoya, Japan
BookMark eNp1kM9uEzEQhy1UJNrCiRewxBFt8Kz3T3xCbSgQqRUogbM19s4mGzbeYDuIvAWPjDeJckDiZM_494083w27coMjxl6DmEgo4d0GbZxAOamFeMauQRZ1JhXIq-O9yqYCihfsJoSNELKWdX3N_szdLwqxW2HsBseHls9d2-_JWRqLJdlj_6unzHq0P3gqlmtCz5fRk1vFNUfXnFsLCl2IOLJPZNfourAdpyxm_J5wG7g58IffO_Ldllw8gjL7wBf3yyd-57A_JPwle95iH-jV-bxl3z8-fJt9zh6_fJrP7h4zW-YQMygkKKwU1lVboQJFU1k1UyOmabFGUVFWxhgyRhVgUBamKISsapFTgzk2pbxlb05zd374uU8K9GbY-_SJoPNc5iXkSsmUglPK-iEET622XTyqih67XoPQo3g9itdQ6iQ-MW__YXZpYfSH_6Tfn9KbZG5Flyz62NmeLlmAM3F5SYK9Jif_As-9nc0
CitedBy_id crossref_primary_10_1016_j_nucengdes_2023_112602
crossref_primary_10_3390_ma12233880
crossref_primary_10_1002_suco_202401084
crossref_primary_10_1016_j_engstruct_2023_117133
crossref_primary_10_1002_suco_202300473
crossref_primary_10_1016_j_cemconcomp_2021_104267
crossref_primary_10_1016_j_engfracmech_2023_109790
crossref_primary_10_1016_j_istruc_2022_09_028
crossref_primary_10_1016_j_dibe_2024_100451
crossref_primary_10_3151_jact_19_571
crossref_primary_10_1016_j_cemconcomp_2020_103768
crossref_primary_10_1016_j_istruc_2023_01_016
crossref_primary_10_1002_suco_201900438
crossref_primary_10_1016_j_istruc_2022_04_084
crossref_primary_10_1016_j_istruc_2023_105453
crossref_primary_10_3151_jact_19_1245
crossref_primary_10_1016_j_engfracmech_2022_108800
crossref_primary_10_1016_j_engfracmech_2022_108877
crossref_primary_10_3151_jact_20_732
Cites_doi 10.1061/(ASCE)0733-9445(1994)120:8(2310)
10.2208/jscej.2001.669_277
10.1002/suco.201600052
10.1016/j.cemconcomp.2011.06.004
10.2208/jscej.1986.372_167
10.1002/9780470172834
10.1680/macr.2001.53.4.263
10.2208/jsceje.64.612
10.2208/jscej1969.1979.292_65
10.2208/jscej.2001.690_159
10.1080/19648189.2014.881755
ContentType Journal Article
Copyright 2017 by Japan Concrete Institute
Copyright Japan Science and Technology Agency 2017
Copyright_xml – notice: 2017 by Japan Concrete Institute
– notice: Copyright Japan Science and Technology Agency 2017
DBID AAYXX
CITATION
7QQ
7SR
8BQ
8FD
FR3
JG9
KR7
DOI 10.3151/jact.15.700
DatabaseName CrossRef
Ceramic Abstracts
Engineered Materials Abstracts
METADEX
Technology Research Database
Engineering Research Database
Materials Research Database
Civil Engineering Abstracts
DatabaseTitle CrossRef
Materials Research Database
Civil Engineering Abstracts
Engineered Materials Abstracts
Technology Research Database
Ceramic Abstracts
Engineering Research Database
METADEX
DatabaseTitleList
Materials Research Database
DeliveryMethod fulltext_linktorsrc
Discipline Engineering
EISSN 1347-3913
EndPage 712
ExternalDocumentID 10_3151_jact_15_700
article_jact_15_11_15_700_article_char_en
GroupedDBID 5GY
ACIWK
ADDVE
AENEX
ALMA_UNASSIGNED_HOLDINGS
CS3
DU5
EBS
EJD
JSF
JSH
KQ8
OK1
P2P
RJT
RZJ
AAYXX
CITATION
7QQ
7SR
8BQ
8FD
FR3
JG9
KR7
ID FETCH-LOGICAL-c521t-14319a69a76f6a919e836d8b08373d9e456bbbebb941ba34b44036702eda2ad53
ISSN 1346-8014
IngestDate Mon Jun 30 10:02:36 EDT 2025
Tue Jul 01 01:31:04 EDT 2025
Thu Apr 24 23:01:15 EDT 2025
Wed Sep 03 06:17:35 EDT 2025
IsDoiOpenAccess true
IsOpenAccess true
IsPeerReviewed true
IsScholarly true
Issue 11
Language English
LinkModel OpenURL
MergedId FETCHMERGED-LOGICAL-c521t-14319a69a76f6a919e836d8b08373d9e456bbbebb941ba34b44036702eda2ad53
Notes ObjectType-Article-1
SourceType-Scholarly Journals-1
ObjectType-Feature-2
content type line 14
OpenAccessLink https://www.jstage.jst.go.jp/article/jact/15/11/15_700/_article/-char/en
PQID 2232512993
PQPubID 1996343
PageCount 13
ParticipantIDs proquest_journals_2232512993
crossref_citationtrail_10_3151_jact_15_700
crossref_primary_10_3151_jact_15_700
jstage_primary_article_jact_15_11_15_700_article_char_en
ProviderPackageCode CITATION
AAYXX
PublicationCentury 2000
PublicationDate 2017/11/25
PublicationDateYYYYMMDD 2017-11-25
PublicationDate_xml – month: 11
  year: 2017
  text: 2017/11/25
  day: 25
PublicationDecade 2010
PublicationPlace Tokyo
PublicationPlace_xml – name: Tokyo
PublicationTitle Journal of Advanced Concrete Technology
PublicationTitleAlternate ACT
PublicationYear 2017
Publisher Japan Concrete Institute
Japan Science and Technology Agency
Publisher_xml – name: Japan Concrete Institute
– name: Japan Science and Technology Agency
References 5) Fu, L., Nakamura, H., Yamamoto, Y. and Miura, T., (2016b). “Numerical investigation of effect of through crack on shear strength degradation of RC column.” Proceedings of the Japan Concrete Institute, JCI, 36, 865-870.
14) Priestley, M. N., Verma, R. and Xiao, Y., (1994). “Seismic shear strength of reinforced concrete columns.” Journal of structural engineering, 120(8), 2310-2329.
6) Gedik, Y. H., Nakamura, H., Yamamoto, Y. and Kunieda, M., (2011). “Evaluation of three-dimensional effects in short deep beams using a rigid-body-spring-model.” Cement and Concrete Composites, 33(9), 978-991.
11) Pimanmas, A. and Maekawa, K., (2001a). “Influence of pre-crack on RC behavior in shear.” Doboku Gakkai Ronbunshu, 669, 277-291.
17) Yamamoto, Y., Nakamura, H., Kuroda, I. and Furuya, N., (2014). “Crack propagation analysis of reinforced concrete wall under cyclic loading using RBSM.” European Journal of Environmental and Civil Engineering, 18(7), 780-792.
16) Yamamoto, Y., Nakamura, H., Kuroda, I. and Furuya, N., (2008). “Analysis of compression failure of concrete by three-dimensional rigid body spring model.” Doboku Gakkai Ronbunshuu, 64(4), 612-630. (in Japanese
1) Ascheim, M. and Moehle, J. P., (1992). “Shear strength and deformability of RC bridge columns subjected to inelastic cyclic displacements.” No. UCB/EERC-92/ 04.
7) Iwamoto, T., Nakamura, H., Fu, L., Yamamoto, Y. and Miura, T., (2017). “An investigation on shear resistant mechanism of RC beam based on beam action and arch action.” Doboku Gakkai Ronbunshuu, 73(1), 70-81. (in Japanese
2) Niwa, J., Yamada, K., Yokozawa, K. and Okamura, H., (1986). “Revaluation of the equation for shear strength of reinforced concrete beams without web reinforcement. Doboku Gakkai Ronbunshu, 372, 167-176. (in Japanese
8) JSCE, (2012). “Standard specifications for concrete structures-design.” Japan Society of Civil Engineers, Tokyo, Japan
12) Pimanmas, A. and Maekawa, K., (2001b). “Shear failure of RC members subjected to pre-cracks and combined axial tension and shear.” Doboku Gakkai Ronbunshu, 690, 159-174.
13) Pimanmas, A. and Maekawa, K., (2001c). “Finite element analysis and behaviour of pre-cracked reinforced concrete members in shear.” Magazine of Concrete Research, 53(4), 263-282.
15) Wong, Y. L., Paulay, T. and Priestley, M. N., (1993). “Response of circular reinforced concrete columns to multi-directional seismic attack.” Structural Journal, 90(2), 180-191.
3) Niwa, J., (1983). “Shear strength formula for deep beams based on FEM analysis.” Proceedings of JCI 2nd Colloquium on Shear Analysis of RC Structures. Oct., 25-26. (in Japanese
4) Fu, L., Nakamura, H., Furuhashi, H., Yamamoto, Y. and Miura, T., (2016a). “Mechanism of shear strength degradation of RC column subjected to cyclic loading.” Structural Concrete, 18(1), 177-188
9) Ohta, M., (1979). “An experimental study on the behavior of reinforced concrete bridge piers under cyclic loadings.” Doboku Gakkai Ronbunshu, 292, 65-74.
10) Park, R. and Paulay, T., (1975). “Reinforced concrete structures.” John Wiley & Sons.
11
12
13
14
15
16
17
1
2
3
4
5
6
7
8
9
10
References_xml – reference: 10) Park, R. and Paulay, T., (1975). “Reinforced concrete structures.” John Wiley & Sons.
– reference: 13) Pimanmas, A. and Maekawa, K., (2001c). “Finite element analysis and behaviour of pre-cracked reinforced concrete members in shear.” Magazine of Concrete Research, 53(4), 263-282.
– reference: 2) Niwa, J., Yamada, K., Yokozawa, K. and Okamura, H., (1986). “Revaluation of the equation for shear strength of reinforced concrete beams without web reinforcement. Doboku Gakkai Ronbunshu, 372, 167-176. (in Japanese)
– reference: 11) Pimanmas, A. and Maekawa, K., (2001a). “Influence of pre-crack on RC behavior in shear.” Doboku Gakkai Ronbunshu, 669, 277-291.
– reference: 3) Niwa, J., (1983). “Shear strength formula for deep beams based on FEM analysis.” Proceedings of JCI 2nd Colloquium on Shear Analysis of RC Structures. Oct., 25-26. (in Japanese)
– reference: 4) Fu, L., Nakamura, H., Furuhashi, H., Yamamoto, Y. and Miura, T., (2016a). “Mechanism of shear strength degradation of RC column subjected to cyclic loading.” Structural Concrete, 18(1), 177-188
– reference: 17) Yamamoto, Y., Nakamura, H., Kuroda, I. and Furuya, N., (2014). “Crack propagation analysis of reinforced concrete wall under cyclic loading using RBSM.” European Journal of Environmental and Civil Engineering, 18(7), 780-792.
– reference: 9) Ohta, M., (1979). “An experimental study on the behavior of reinforced concrete bridge piers under cyclic loadings.” Doboku Gakkai Ronbunshu, 292, 65-74.
– reference: 16) Yamamoto, Y., Nakamura, H., Kuroda, I. and Furuya, N., (2008). “Analysis of compression failure of concrete by three-dimensional rigid body spring model.” Doboku Gakkai Ronbunshuu, 64(4), 612-630. (in Japanese)
– reference: 8) JSCE, (2012). “Standard specifications for concrete structures-design.” Japan Society of Civil Engineers, Tokyo, Japan
– reference: 12) Pimanmas, A. and Maekawa, K., (2001b). “Shear failure of RC members subjected to pre-cracks and combined axial tension and shear.” Doboku Gakkai Ronbunshu, 690, 159-174.
– reference: 15) Wong, Y. L., Paulay, T. and Priestley, M. N., (1993). “Response of circular reinforced concrete columns to multi-directional seismic attack.” Structural Journal, 90(2), 180-191.
– reference: 1) Ascheim, M. and Moehle, J. P., (1992). “Shear strength and deformability of RC bridge columns subjected to inelastic cyclic displacements.” No. UCB/EERC-92/ 04.
– reference: 14) Priestley, M. N., Verma, R. and Xiao, Y., (1994). “Seismic shear strength of reinforced concrete columns.” Journal of structural engineering, 120(8), 2310-2329.
– reference: 5) Fu, L., Nakamura, H., Yamamoto, Y. and Miura, T., (2016b). “Numerical investigation of effect of through crack on shear strength degradation of RC column.” Proceedings of the Japan Concrete Institute, JCI, 36, 865-870.
– reference: 7) Iwamoto, T., Nakamura, H., Fu, L., Yamamoto, Y. and Miura, T., (2017). “An investigation on shear resistant mechanism of RC beam based on beam action and arch action.” Doboku Gakkai Ronbunshuu, 73(1), 70-81. (in Japanese)
– reference: 6) Gedik, Y. H., Nakamura, H., Yamamoto, Y. and Kunieda, M., (2011). “Evaluation of three-dimensional effects in short deep beams using a rigid-body-spring-model.” Cement and Concrete Composites, 33(9), 978-991.
– ident: 14
  doi: 10.1061/(ASCE)0733-9445(1994)120:8(2310)
– ident: 3
– ident: 11
  doi: 10.2208/jscej.2001.669_277
– ident: 5
– ident: 1
– ident: 4
  doi: 10.1002/suco.201600052
– ident: 15
– ident: 6
  doi: 10.1016/j.cemconcomp.2011.06.004
– ident: 2
  doi: 10.2208/jscej.1986.372_167
– ident: 10
  doi: 10.1002/9780470172834
– ident: 13
  doi: 10.1680/macr.2001.53.4.263
– ident: 16
  doi: 10.2208/jsceje.64.612
– ident: 7
– ident: 8
– ident: 9
  doi: 10.2208/jscej1969.1979.292_65
– ident: 12
  doi: 10.2208/jscej.2001.690_159
– ident: 17
  doi: 10.1080/19648189.2014.881755
SSID ssj0037377
Score 2.2409284
Snippet In order to investigate the influence of crack through section, which is often generated under cyclic loading, on the shear behavior and strength of RC beam,...
SourceID proquest
crossref
jstage
SourceType Aggregation Database
Enrichment Source
Index Database
Publisher
StartPage 700
SubjectTerms Arches
Blocking
Compressive properties
Cracks
Cyclic loads
Decomposition
Reinforced concrete
Shear strength
Stress transfer
Title Investigation of Influence of Section Pre-crack on Shear Strength and Shear Resistance Mechanism of RC Beams by Experiment and 3-D RBSM Analysis
URI https://www.jstage.jst.go.jp/article/jact/15/11/15_700/_article/-char/en
https://www.proquest.com/docview/2232512993
Volume 15
hasFullText 1
inHoldings 1
isFullTextHit
isPrint
ispartofPNX Journal of Advanced Concrete Technology, 2017/11/25, Vol.15(11), pp.700-712
link http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV1LbxMxELZC4QAHRHmogYJ86Ilow3q9Lx-htEpBRRBSqZxW9q7ThtAEJZsD_Ap-FD-MGdvrbNsgFS6rrONxHvPt-BvbM0PIHpAMHWp4kMIqFkEMDkegZF4FOcy1pdIZizWuQx5_SAcn8bvT5LTT-d06tbSqVb_8uTGu5H-0Cm2gV4yS_QfN-kGhAV6DfuEKGobrjXTcSpJhad9RU3LExKJoWwb840IH5UKWU9wYMBWszV707MxFtdmmoV4ilTTPucZwYKyegZlKQP8a0zYATz3w5QCMIA_e9oZvPh_7zCZ_Ybr-nAH43kBSa92rry3oH67sCoFfnJZTebEyRZB6g8lULlbePskLCfgyS7xf5svzyTkYJY-biZMZyabVLWnANMlYYMOfnRXmMWZJttGlfd20gTUUNnDVm-6kDVHWMsRZGLbm9Mwe1b46XXCgO6ZMQVn3WdL3Mu2k3FcmS3-EEZwnFC9QuGBJAcK3yO0InBWso_H-k9_L4hk39T_9j7JRoij8qvXJl3jRna-g8LPr_MCQntEDct_pkL620NsmHT17SO61clg-Ir8ugZDOx9SDEG8cCKkHIYUbgzjagJACllzTGoTUgxBHGe5TA0KqftA1CI0ggJAiCGkDwsfk5PBgtD8IXJmPoMRqGgEwdiZkKmSWjlMpmNA5T6tcgXOQ8UpooPhKKa2UiJmSPFZxHGLawUhXMpJVwp-Qrdl8pncI5SAV5TIUyIwTIN-ajSMFI4oSyGAmuuRl8ycXpcuBj6VYvhUb1Nkle77zd5v6ZXO33GrLd3L2wHcCF9t29e9gRCUYsC7ZbfRbOLOyLICvo88BfsPTm32BZ-Tu-iHaJVv1YqWfA1Ou1QsDxD-99MLP
linkProvider Colorado Alliance of Research Libraries
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=Investigation+of+Influence+of+Section+Pre-crack+on+Shear+Strength+and+Shear+Resistance+Mechanism+of+RC+Beams+by+Experiment+and+3-D+RBSM+Analysis&rft.jtitle=Journal+of+advanced+concrete+technology&rft.au=Fu%2C+Li&rft.au=Nakamura%2C+Hikaru&rft.au=Yamamoto%2C+Yoshihito&rft.au=Miura%2C+Taito&rft.date=2017-11-25&rft.issn=1346-8014&rft.eissn=1347-3913&rft.volume=15&rft.issue=11&rft.spage=700&rft.epage=712&rft_id=info:doi/10.3151%2Fjact.15.700&rft.externalDBID=n%2Fa&rft.externalDocID=10_3151_jact_15_700
thumbnail_l http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=1346-8014&client=summon
thumbnail_m http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=1346-8014&client=summon
thumbnail_s http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=1346-8014&client=summon