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Volumn 123, Issue 6, 1997, Pages 765-771

Composite beams subjected to static and fatigue loads

Author keywords

[No Author keywords available]

Indexed keywords

CRACK INITIATION; CRACK PROPAGATION; FATIGUE OF MATERIALS; FATIGUE TESTING; SHEAR DEFORMATION; STIFFNESS; STRUCTURAL LOADS;

EID: 0031164956     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:6(765)     Document Type: Article
Times cited : (42)

References (13)
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    • School of Civ. Engrg., Univ. of Sydney, Sydney, Australia
    • Hallam, M. W. (1976). "The behaviour of stud shear connectors under repeated loading." Res. Rep. No. 281, School of Civ. Engrg., Univ. of Sydney, Sydney, Australia.
    • (1976) Res. Rep. No. 281
    • Hallam, M.W.1
  • 3
    • 0019679798 scopus 로고
    • Analysis and design for longitudinal shear in composite T-beams
    • London, England, Dec
    • Johnson, R. P., and Oehlers, D. J. (1981). "Analysis and design for longitudinal shear in composite T-beams." Proc., Instn. of Civ. Engrs., London, England, Part 2, 71 (Dec), 989-1021.
    • (1981) Proc., Instn. of Civ. Engrs. , vol.71 , Issue.2 PART , pp. 989-1021
    • Johnson, R.P.1    Oehlers, D.J.2
  • 4
    • 0030196310 scopus 로고    scopus 로고
    • Tracing initiation and propagation of cracks in composite slabs
    • ASCE
    • Lin, Y., Yen, J. Y. R., and Chen, C.-F. (1996). "Tracing initiation and propagation of cracks in composite slabs." J. Struct. Engrg., ASCE, 122(7), 756-761.
    • (1996) J. Struct. Engrg. , vol.122 , Issue.7 , pp. 756-761
    • Lin, Y.1    Yen, J.Y.R.2    Chen, C.-F.3
  • 6
    • 0013528558 scopus 로고
    • Shear connectors in steel-concrete composite beams for bridges. 1: Static and fatigue tests on push-out specimens
    • Mainstone, R. J., and Menzies, J. B. (1967). "Shear connectors in steel-concrete composite beams for bridges. 1: static and fatigue tests on push-out specimens." Concrete, 1(9), 291-302.
    • (1967) Concrete , vol.1 , Issue.9 , pp. 291-302
    • Mainstone, R.J.1    Menzies, J.B.2
  • 7
    • 0003498971 scopus 로고
    • Am. Inst. of Steel Constr., Inc., Chicago, Ill.
    • Manual of steel construction 9th Ed. (1989). Am. Inst. of Steel Constr., Inc., Chicago, Ill.
    • (1989) Manual of Steel Construction 9th Ed.
  • 8
    • 0024607899 scopus 로고
    • Splitting induced by shear connectors in composite beams
    • ASCE
    • Oehlers, D. J. (1989). "Splitting induced by shear connectors in composite beams." J. Struct. Engrg., ASCE, 115(2), 341-362.
    • (1989) J. Struct. Engrg. , vol.115 , Issue.2 , pp. 341-362
    • Oehlers, D.J.1
  • 9
    • 0000201089 scopus 로고
    • The shear stiffness of stud shear connections in composite beams
    • Oehlers, D. J., and Coughlan, C. G. (1986). "The shear stiffness of stud shear connections in composite beams." J. Constr. Steel Res., 6(4), 273-284.
    • (1986) J. Constr. Steel Res. , vol.6 , Issue.4 , pp. 273-284
    • Oehlers, D.J.1    Coughlan, C.G.2
  • 10
    • 0022081750 scopus 로고
    • The fatigue strength of stud shear connections in composite beams
    • London, England, June
    • Oehlers, D. J., and Foley, L. (1985). "The fatigue strength of stud shear connections in composite beams." Proc., Instn. of Civ. Engrs., London, England, Part 2, 79(June), 349-364.
    • (1985) Proc., Instn. of Civ. Engrs. , vol.79 , Issue.2 PART , pp. 349-364
    • Oehlers, D.J.1    Foley, L.2
  • 11
    • 0023366264 scopus 로고
    • The strength of stud shear connections in composite beams
    • London, England
    • Oehlers, D. J., and Johnson, R. P. (1987). "The strength of stud shear connections in composite beams." The Struct. Engr., London, England, 65B(2), 44-48.
    • (1987) The Struct. Engr. , vol.65 B , Issue.2 , pp. 44-48
    • Oehlers, D.J.1    Johnson, R.P.2
  • 13
    • 0003498981 scopus 로고
    • Am. Assn. of State Hwy. and Transp. Officials, Washington, D.C.
    • Standard specifications for highway bridges. (1989). Am. Assn. of State Hwy. and Transp. Officials, Washington, D.C.
    • (1989) Standard Specifications for Highway Bridges


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.