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Volumn 18, Issue 7, 2004, Pages 549-558

Size effect on bond strength of deformed bars

Author keywords

Bond strength; Reinforced concrete; Size effect

Indexed keywords

BOND STRENGTH (MATERIALS); CRACK INITIATION; MATHEMATICAL MODELS; REINFORCED CONCRETE; SHEAR STRENGTH; STRAIN; VISCOELASTICITY;

EID: 2942754288     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2004.03.014     Document Type: Article
Times cited : (97)

References (13)
  • 2
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    • Bar size effect on bond characteristics with splitting of surrounding concrete
    • in Japanese
    • Jinno Y, Fujii S, Morita S. Bar size effect on bond characteristics with splitting of surrounding concrete. In: Proceedings of AIJ Annual Conference. 1986. p. 747-8 [in Japanese].
    • (1986) Proceedings of AIJ Annual Conference , pp. 747-748
    • Jinno, Y.1    Fujii, S.2    Morita, S.3
  • 3
    • 0024621426 scopus 로고
    • Local bond of deformed bars with different diameters in confined concrete
    • Soroushian P., Choi K.-.B. Local bond of deformed bars with different diameters in confined concrete. ACI Struct. J. 1989;217-222.
    • (1989) ACI Struct. J. , pp. 217-222
    • Soroushian, P.1    Choi, K.-B.2
  • 4
    • 17044456041 scopus 로고    scopus 로고
    • Size effect on failure of bond splices of steel bars in concrete beams
    • Sener S., Bazant Z.P., Becq-Giraudon E. Size effect on failure of bond splices of steel bars in concrete beams. J. Struct. Eng. ASCE. 125(6):1999;653-660.
    • (1999) J. Struct. Eng. ASCE , vol.125 , Issue.6 , pp. 653-660
    • Sener, S.1    Bazant, Z.P.2    Becq-Giraudon, E.3
  • 5
    • 0034191691 scopus 로고    scopus 로고
    • Factors affecting anchorage bond strength in high-performance concrete
    • Yelici V.A., Oztran T. Factors affecting anchorage bond strength in high-performance concrete. ACI Struct. J. 2000;499-507.
    • (2000) ACI Struct. J. , pp. 499-507
    • Yelici, V.A.1    Oztran, T.2
  • 7
    • 0003600387 scopus 로고    scopus 로고
    • Farmington Hills, MI: American Concrete Institute
    • ACI Committee. Building Code Requirements for Structural Concrete, vol. 318. Farmington Hills, MI: American Concrete Institute; 2002.
    • (2002) Building Code Requirements for Structural Concrete , vol.318
  • 8
    • 0017467212 scopus 로고
    • A reevaluation of test data on development length and splice
    • Orangun C.O., Jirsa J.O., Breen J.E. A reevaluation of test data on development length and splice. ACI J. Proc. 74(3):1977;114-122.
    • (1977) ACI J. Proc. , vol.74 , Issue.3 , pp. 114-122
    • Orangun, C.O.1    Jirsa, J.O.2    Breen, J.E.3
  • 9
    • 0034236942 scopus 로고    scopus 로고
    • Splice strength of conventional and high relative rib area bars in normal and high-strength concrete
    • Zuo J., Darwin D. Splice strength of conventional and high relative rib area bars in normal and high-strength concrete. ACI Struct. J. 97(4):2000;630-641.
    • (2000) ACI Struct. J. , vol.97 , Issue.4 , pp. 630-641
    • Zuo, J.1    Darwin, D.2
  • 11
    • 2942743860 scopus 로고
    • Existing methods to determine and evaluate fracture toughness of aggregative materials: RILEM recommendation on concrete
    • H. et al. Mihashi. Rotterdam: Balkema
    • Hillerborg A. Existing methods to determine and evaluate fracture toughness of aggregative materials: RILEM recommendation on concrete. Mihashi H., et al. Fracture toughness and fracture energy, test methods for concrete and rock. 1989;145-151 Balkema, Rotterdam.
    • (1989) Fracture Toughness and Fracture Energy, Test Methods for Concrete and Rock , pp. 145-151
    • Hillerborg, A.1
  • 12
    • 2942703290 scopus 로고    scopus 로고
    • Finite element analysis of bond between deformed bar and concrete
    • [in Japanese]
    • Ogura N., Yu C., Fu C., Ichinose T. Finite element analysis of bond between deformed bar and concrete. Proc. Jpn. Conc. Ins. 25(2):2003;949-955. [in Japanese].
    • (2003) Proc. Jpn. Conc. Ins. , vol.25 , Issue.2 , pp. 949-955
    • Ogura, N.1    Yu, C.2    Fu, C.3    Ichinose, T.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.