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Volumn 61, Issue 6, 2005, Pages 845-861

A new residual stress distribution for hot-rolled I-shaped sections

Author keywords

Beam columns; Column buckling; Lateral torsional buckling; Residual stress; Torsion; Wagner effect; Warping

Indexed keywords

BUCKLING; COLUMNS (STRUCTURAL); COMPUTER SIMULATION; HOT ROLLING; MATHEMATICAL MODELS; STEEL STRUCTURES; STRESS CONCENTRATION; TORSIONAL STRESS;

EID: 14544296097     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2004.12.004     Document Type: Article
Times cited : (34)

References (14)
  • 1
    • 14544279283 scopus 로고
    • European convention for constructional steelwork
    • European Convention for Constructional Steelwork Manual on stability of steel structures 1976
    • (1976) Manual on Stability of Steel Structures
  • 2
    • 0015725126 scopus 로고
    • Computer simulation of the E.C.C.S. buckling curves using a Monte-Carlo method
    • J. Strating, and H. Vos Computer simulation of the E.C.C.S. buckling curves using a Monte-Carlo method HERON 19 2 1973
    • (1973) HERON , vol.19 , Issue.2
    • Strating, J.1    Vos, H.2
  • 4
    • 0002457745 scopus 로고    scopus 로고
    • Residual stress measurement by successive extension of a slot: The crack compliance method
    • M.B. Prime Residual stress measurement by successive extension of a slot: The crack compliance method Applied Mechanics Reviews 52 2 1999 75 96
    • (1999) Applied Mechanics Reviews , vol.52 , Issue.2 , pp. 75-96
    • Prime, M.B.1
  • 8
    • 14544307368 scopus 로고
    • Ultimate limit state calculation of sway frames with rigid joints
    • Technical Committee 8-Structural Stability Technical Working Group 8.2-System Publication No. 33
    • Ultimate limit state calculation of sway frames with rigid joints, Technical Committee 8-Structural Stability Technical Working Group 8.2-System Publication No. 33. European Convention for Constructional Steelwork; 1984
    • (1984) European Convention for Constructional Steelwork
  • 9
    • 14544308784 scopus 로고    scopus 로고
    • Overall sensitivity analysis of hot-rolled beam-columns
    • K. Jármai J. Farkas Millpress Rotterdam
    • J. Szalai Overall sensitivity analysis of hot-rolled beam-columns K. Jármai J. Farkas Metal structures: design, fabrication, economy 2003 Millpress Rotterdam
    • (2003) Metal Structures: Design, Fabrication, Economy
    • Szalai, J.1
  • 13
    • 0342419406 scopus 로고    scopus 로고
    • Unified object-oriented definition of thin-walled steel beam-column cross-sections
    • F. Papp, M. Iványi, and K. Jármai Unified object-oriented definition of thin-walled steel beam-column cross-sections Computers and Structures 79 2001 839 852
    • (2001) Computers and Structures , vol.79 , pp. 839-852
    • Papp, F.1    Iványi, M.2    Jármai, K.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.