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Volumn 123, Issue 12, 1997, Pages 1586-1594

Ductility of G550 sheet steels in tension

Author keywords

[No Author keywords available]

Indexed keywords

DUCTILITY; STANDARDS; STRESS CONCENTRATION; TENSILE STRENGTH; TENSILE TESTING; YIELD STRESS;

EID: 0031338110     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:12(1586)     Document Type: Article
Times cited : (37)

References (27)
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    • BHP. (1996). "0.42 G550 commonisation study." BHP Steel Research, Flat Products Div., BHP Steel, Port Kembla, NSW, Australia.
    • (1996) 0.42 G550 Commonisation Study
  • 8
    • 77953598434 scopus 로고    scopus 로고
    • Cold-formed steel structures.
    • SA/SNZ, Sydney, NSW, Australia
    • "Cold-formed steel structures." (1996). AS/NZS 4600, SA/SNZ, Sydney, NSW, Australia.
    • (1996) AS/NZS 4600
  • 9
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    • Design of steel structures, part 1.3 - General rules, supplementary rules for cold formed thin gauge members and sheeting.
    • European Committee for Standardization, Brussels, Belgium
    • "Design of steel structures, part 1.3 - general rules, supplementary rules for cold formed thin gauge members and sheeting." (1996). Eurocode3, European Committee for Standardization, Brussels, Belgium.
    • (1996) Eurocode3
  • 10
    • 0016026304 scopus 로고
    • Steel ductility measurements
    • ASCE
    • Dhalla, A. K., and Winter, G. (1974a). "Steel ductility measurements." J. Struct. Div., ASCE, 100(2), 427-444.
    • (1974) J. Struct. Div. , vol.100 , Issue.2 , pp. 427-444
    • Dhalla, A.K.1    Winter, G.2
  • 11
    • 0016028867 scopus 로고
    • Suggested steel ductility requirements
    • ASCE
    • Dhalla, A. K., and Winter, G. (1974b). "Suggested steel ductility requirements." J. Struct. Div., ASCE, 100(2), 445-462.
    • (1974) J. Struct. Div. , vol.100 , Issue.2 , pp. 445-462
    • Dhalla, A.K.1    Winter, G.2
  • 15
    • 3042653008 scopus 로고    scopus 로고
    • Residential applications of cold-formed structural members in Australia
    • W. W. Yu and R. A. LaBoube, eds., Univ. of Missouri-Rolla, Rolla, Mo.
    • Hancock, G. J., and Murray, T. M. (1996). "Residential applications of cold-formed structural members in Australia." Proc. of the 13th Specialty Conf. on Cold-Formed Steel Structures, W. W. Yu and R. A. LaBoube, eds., Univ. of Missouri-Rolla, Rolla, Mo., 505-511.
    • (1996) Proc. of the 13th Specialty Conf. on Cold-Formed Steel Structures , pp. 505-511
    • Hancock, G.J.1    Murray, T.M.2
  • 16
    • 5944254811 scopus 로고
    • Proposed new criteria of ductility from a new law connecting the percentage elongation with size of test piece
    • Inst. of Mech. Engrs.
    • Oliver, D. A. (1928). "Proposed new criteria of ductility from a new law connecting the percentage elongation with size of test piece." Inst. of Mech. Engrs., Proc. No. 4, 827-864.
    • (1928) Proc. No. 4 , pp. 827-864
    • Oliver, D.A.1
  • 17
    • 0018019294 scopus 로고
    • Load and resistance factor design for steel
    • ASCE
    • Ravindra, M. K., and Galambos, T. V. (1978). "Load and resistance factor design for steel." J. Struct. Div., ASCE, 104(9), 1337-1353.
    • (1978) J. Struct. Div. , vol.104 , Issue.9 , pp. 1337-1353
    • Ravindra, M.K.1    Galambos, T.V.2
  • 18
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    • Ductility of G550 sheet steels in tension - Elongation measurements and perforated tests
    • Dept. of Civ. Engrg., Univ. of Sydney, Sydney, NSW, Australia
    • Rogers, C. A., and Hancock, G. J. (1996). "Ductility of G550 sheet steels in tension - elongation measurements and perforated tests." Res. Rep. No. R735, Dept. of Civ. Engrg., Univ. of Sydney, Sydney, NSW, Australia.
    • (1996) Res. Rep. No. R735
    • Rogers, C.A.1    Hancock, G.J.2
  • 25
    • 3042577608 scopus 로고
    • Influence of gauge length and section of test bar on the percentage of elongation
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    • Unwin, W. C. (1903). "Influence of gauge length and section of test bar on the percentage of elongation." Engineering Standards Committee Report, Crosby Lockwood and Son, London, U.K.
    • (1903) Engineering Standards Committee Report
    • Unwin, W.C.1
  • 27
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    • Civ. Engrg., Study 95-5, Univ. of Missouri-Rolla, Rolla, Mo.
    • Wu, S., Yu, W. W., and LaBoube, R. A. (1995). "Strength of flexural members using structural grade 80 of A653 and grade E of A611 steels." 1st Progress Rep., Civ. Engrg., Study 95-5, Univ. of Missouri-Rolla, Rolla, Mo.
    • (1995) 1st Progress Rep.
    • Wu, S.1    Yu, W.W.2    LaBoube, R.A.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.