메뉴 건너뛰기




Volumn 54, Issue 1, 2000, Pages 135-160

The effect of the non-linear stress-strain behaviour of stainless steels on member capacity

Author keywords

Member capacity; Stainless steel; Stress strain behaviour

Indexed keywords

BUILDING CODES; SPECIFICATIONS; STEEL RESEARCH; STRAIN; STRENGTH OF MATERIALS; STRESS ANALYSIS; STRUCTURAL ANALYSIS; STRUCTURAL MEMBERS;

EID: 0033904779     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(99)00053-X     Document Type: Article
Times cited : (45)

References (32)
  • 3
    • 0039747371 scopus 로고    scopus 로고
    • American Society of Civil Engineers. Specification for the design of cold-formed stainless steel structural members. ANSI/ASCE-8-90, 1991
    • American Society of Civil Engineers. Specification for the design of cold-formed stainless steel structural members. ANSI/ASCE-8-90, 1991.
  • 11
    • 0040933308 scopus 로고    scopus 로고
    • Canadian Standard Association. Cold-formed steel structural members. CSA Standard Can3-S-136, 1984
    • Canadian Standard Association. Cold-formed steel structural members. CSA Standard Can3-S-136, 1984.
  • 14
    • 0039154897 scopus 로고
    • General rules. Supplementary rules for stainless steels, March
    • Eurocode 3: Part 1.4. Design of steel structures. General rules. Supplementary rules for stainless steels, March 1994.
    • (1994) Eurocode 3: Part 1.4. Design of Steel Structures
  • 15
    • 0038774570 scopus 로고
    • Determination of stress-strain relationships from offset strength values
    • February
    • Hill BN. Determination of stress-strain relationships from offset strength values. NACA technical note no. 927, February 1944.
    • (1944) NACA Technical Note No. 927
    • Hill, B.N.1
  • 16
    • 0038436708 scopus 로고
    • The structural performance of austenitic stainless steel members
    • Cornell University, Ithaca, NY, November
    • Johnson AL. The structural performance of austenitic stainless steel members. Report no. 327, Cornell University, Ithaca, NY, November 1966.
    • (1966) Report No. 327
    • Johnson, A.L.1
  • 20
    • 0039747370 scopus 로고    scopus 로고
    • South African Bureau of Standards. SABS 0162-2:1993. Code of practice. The structural use of steel. Limit-states design of cold-formed steelwork, 1994
    • South African Bureau of Standards. SABS 0162-2:1993. Code of practice. The structural use of steel. Limit-states design of cold-formed steelwork, 1994.
  • 21
    • 0039747369 scopus 로고    scopus 로고
    • South African Bureau of Standards. SABS 0162-4:1996. Draft code of practice. The structural use of steel. Limit-states design of cold-formed stainless steel members, 1996
    • South African Bureau of Standards. SABS 0162-4:1996. Draft code of practice. The structural use of steel. Limit-states design of cold-formed stainless steel members, 1996.
  • 29
    • 0040933318 scopus 로고    scopus 로고
    • Local buckling of partially stiffened Type 3CR12 stainless steel compression elements in beam flanges
    • Singapore
    • Van den Berg GJ. Local buckling of partially stiffened Type 3CR12 stainless steel compression elements in beam flanges. Second Conference on Thin-Walled Structures, Singapore, 1998.
    • (1998) Second Conference on Thin-Walled Structures
    • Van Den Berg, G.J.1
  • 31
    • 0038097698 scopus 로고
    • Cold-rolled austenitic stainless steel
    • Cornell University, Ithaca, NY, July
    • Wang ST. Cold-rolled austenitic stainless steel. Report no. 334. Cornell University, Ithaca, NY, July 1969.
    • (1969) Report No. 334
    • Wang, S.T.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.