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Volumn 9, Issue 1, 2006, Pages 117-127

Strain localization and its impact on the ductility of reinforced concrete slabs containing welded wire reinforcement

Author keywords

Ductility; Failure mode; Reinforced concrete slabs; Strain localization; Welded wire fabric

Indexed keywords

BENDING (DEFORMATION); DUCTILITY; REINFORCED CONCRETE; TENSILE STRENGTH; WELDED STEEL STRUCTURES;

EID: 33847251200     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/136943306776232837     Document Type: Conference Paper
Times cited : (28)

References (12)
  • 1
    • 0034161138 scopus 로고    scopus 로고
    • Rotation capacity of reinforced concrete slabs
    • Alvarez, M., Koppel, S. and Marti, P. (2000). "Rotation capacity of reinforced concrete slabs", ACI Structural Journal, Vol. 97, No. 2, pp. 235-242.
    • (2000) ACI Structural Journal , vol.97 , Issue.2 , pp. 235-242
    • Alvarez, M.1    Koppel, S.2    Marti, P.3
  • 2
    • 33847273196 scopus 로고    scopus 로고
    • AS 3600 (2001). Australian Standard for Concrete Structures, Standards Australia, Sydney, Australia.
    • AS 3600 (2001). Australian Standard for Concrete Structures, Standards Australia, Sydney, Australia.
  • 3
    • 33847313736 scopus 로고    scopus 로고
    • AS/NZS4671 2001, Australasian Standard for Steel Reinforcing Materials, Standards Australia, Sydney, Australia
    • AS/NZS4671 (2001). Australasian Standard for Steel Reinforcing Materials, Standards Australia, Sydney, Australia.
  • 4
    • 33847256008 scopus 로고
    • Behaviour of one-way concrete floor slabs reinforced with welded wire fabric
    • Atlas, A., Siess, C.P. and Kesler, C.E. (1965). "Behaviour of one-way concrete floor slabs reinforced with welded wire fabric", American Concrete Institute Journal, Vol. 62, No. 5, pp.539-555.
    • (1965) American Concrete Institute Journal , vol.62 , Issue.5 , pp. 539-555
    • Atlas, A.1    Siess, C.P.2    Kesler, C.E.3
  • 5
    • 33847248542 scopus 로고
    • Ductility Requirements for Structural Concrete - Reinforcement
    • CEB , Lausanne
    • CEB (1993). Ductility Requirements for Structural Concrete - Reinforcement, Bulletin D'Information, Lausanne, No. 218, pp. 273.
    • (1993) Bulletin D'Information , Issue.218 , pp. 273
  • 6
    • 77956959703 scopus 로고    scopus 로고
    • Ductility of Reinforced Concrete Structures
    • CEB-FIP
    • CEB-FIP (1998). Ductility of Reinforced Concrete Structures, Bulletin D'Information, No. 242, pp. 332.
    • (1998) Bulletin D'Information , vol.242 , pp. 332
  • 7
    • 0012519643 scopus 로고
    • Tests on continuous slabs reinforced with welded wire mesh
    • Lausanne
    • Eligehausen, R. and Fabritius, E. (1993). "Tests on continuous slabs reinforced with welded wire mesh", Bulletin d'Information, Lausanne, No. 218, pp. 133-148.
    • (1993) Bulletin d'Information , Issue.218 , pp. 133-148
    • Eligehausen, R.1    Fabritius, E.2
  • 9
    • 33847274285 scopus 로고    scopus 로고
    • Flexural behaviour of RC slabs containing Australian Class L welded wire fabric - an experimental study of strength and ductility
    • School of Civil and Environmental Engineering, The University of New South Wales
    • Gilbert, R.I. and Smith, S.T. (2005). "Flexural behaviour of RC slabs containing Australian Class L welded wire fabric - an experimental study of strength and ductility", UNICIV Report, School of Civil and Environmental Engineering, The University of New South Wales.
    • (2005) UNICIV Report
    • Gilbert, R.I.1    Smith, S.T.2
  • 11
    • 33847305093 scopus 로고
    • Concrete slabs reinforced with welded wire fabric
    • Mylrea, T.D. (1936). "Concrete slabs reinforced with welded wire fabric", American Concrete Institute Journal, Vol. 7, pp.219-227.
    • (1936) American Concrete Institute Journal , vol.7 , pp. 219-227
    • Mylrea, T.D.1
  • 12
    • 33847282994 scopus 로고    scopus 로고
    • Tests on RC slabs reinforced with 500 MPa welded wire fabric
    • Concrete Institute of Australia, Brisbane, July, pp
    • st Biennial Conference, Concrete Institute of Australia, Brisbane, July, pp. 561-570.
    • (2003) st Biennial Conference , pp. 561-570
    • Smith, S.T.1    Gilbert, R.I.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.