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Volumn 70, Issue 3, 2007, Pages 253-290

A rational elasto-plastic spatially curved thin-walled beam element

Author keywords

Arbitrary thin walled cross section; Curved beam element; Effects of load and restraint positions; Elastic restraints and supports; Elasto plastic; Initial geometric imperfections; Residual stresses; Wagner effects

Indexed keywords

ABAQUS; ELASTOPLASTICITY; RESIDUAL STRESSES; STRESS-STRAIN CURVES; STRUCTURAL LOADS; TORSIONAL STRESS;

EID: 34247151956     PISSN: 00295981     EISSN: 10970207     Source Type: Journal    
DOI: 10.1002/nme.1873     Document Type: Article
Times cited : (24)

References (32)
  • 3
    • 0004292911 scopus 로고    scopus 로고
    • Hibbit, Karlsson and Sorensen Inc, Pawtucket, RI, U.S.A
    • ABAQUS Theory Manual, Version 6.4. Hibbit, Karlsson and Sorensen Inc.: Pawtucket, RI, U.S.A., 2003.
    • (2003) ABAQUS Theory Manual, Version 6.4
  • 4
    • 34247157022 scopus 로고    scopus 로고
    • ANSYS Multiphysics 8.0. Ansys Inc.: Canonsberg, PA, U.S.A., 2003.
    • ANSYS Multiphysics 8.0. Ansys Inc.: Canonsberg, PA, U.S.A., 2003.
  • 5
    • 0035838483 scopus 로고    scopus 로고
    • Effects of approximation in analysis of beams of open thin-walled cross-section: 2. 3-D nonlinear behaviour
    • Pi Y-L, Bradford MA. Effects of approximation in analysis of beams of open thin-walled cross-section: 2. 3-D nonlinear behaviour. International Journal for Numerical Methods in Engineering 2001; 51(4):773-790.
    • (2001) International Journal for Numerical Methods in Engineering , vol.51 , Issue.4 , pp. 773-790
    • Pi, Y.-L.1    Bradford, M.A.2
  • 6
    • 0042007684 scopus 로고
    • Verdrehung und knickung von offenen profilen (Torsion and buckling of open sections)
    • Washington, DC
    • Wagner H. Verdrehung und knickung von offenen profilen (Torsion and buckling of open sections). NACA Technical Memo. No. 807, Washington, DC, 1936.
    • (1936) NACA Technical Memo. No. 807
    • Wagner, H.1
  • 11
    • 1342293675 scopus 로고    scopus 로고
    • Cambridge University Press: Cambridge, U.K
    • Burn RP. Groups. A Path to Geometry. Cambridge University Press: Cambridge, U.K., 2001.
    • (2001) Groups. A Path to Geometry
    • Burn, R.P.1
  • 12
    • 0003661511 scopus 로고
    • 2nd edn, Israel Program for Scientific Translation: Jerusalem, Israel
    • Vlasov VZ. Thin-Walled Elastic Beams (2nd edn). Israel Program for Scientific Translation: Jerusalem, Israel, 1961.
    • (1961) Thin-Walled Elastic Beams
    • Vlasov, V.Z.1
  • 14
    • 34247149093 scopus 로고    scopus 로고
    • Marsden J, Hughes TJR. Topics in the mathematical foundations of elasticity. In Nonlinear Analysis and Mechanics: Heriot-Watt Symposium, II, Knops RJ (ed.), Research Notes in Mathematics, 7. Pitman: London, 1978.
    • Marsden J, Hughes TJR. Topics in the mathematical foundations of elasticity. In Nonlinear Analysis and Mechanics: Heriot-Watt Symposium, vol. II, Knops RJ (ed.), Research Notes in Mathematics, vol. 7. Pitman: London, 1978.
  • 15
    • 33746451257 scopus 로고    scopus 로고
    • Crisfield MA, Jelenić G. Objectivity of strain measures in the geometrically exact three-dimensional beam theory and its finite-element implementation. Proceedings of the Royal Society of London, Series A 1999; 455(1983):1125-1147.
    • Crisfield MA, Jelenić G. Objectivity of strain measures in the geometrically exact three-dimensional beam theory and its finite-element implementation. Proceedings of the Royal Society of London, Series A 1999; 455(1983):1125-1147.
  • 16
    • 0019262099 scopus 로고
    • A fast incremental/iterative solution procedure that handles snap-through
    • Crisfield MA. A fast incremental/iterative solution procedure that handles snap-through. Computers and Structures 1981; 13(1):55-62.
    • (1981) Computers and Structures , vol.13 , Issue.1 , pp. 55-62
    • Crisfield, M.A.1
  • 19
    • 0028467389 scopus 로고
    • Nonlinear inelastic analysis of steel beam-columns. I. Theory
    • Pi Y-L, Trahair NS. Nonlinear inelastic analysis of steel beam-columns. I. Theory. Journal of Structural Engineering (ASCE) 1994; 120(7):2041-2061.
    • (1994) Journal of Structural Engineering (ASCE) , vol.120 , Issue.7 , pp. 2041-2061
    • Pi, Y.-L.1    Trahair, N.S.2
  • 22
    • 0019263670 scopus 로고
    • An efficient and accurate iterative method, allowing large incremental steps, to solve elasto-plastic problems
    • Nyssen C. An efficient and accurate iterative method, allowing large incremental steps, to solve elasto-plastic problems. Computers and Structures 1981; 13(1):63-71.
    • (1981) Computers and Structures , vol.13 , Issue.1 , pp. 63-71
    • Nyssen, C.1
  • 27
    • 34247126239 scopus 로고    scopus 로고
    • Nonlinear in-plane stability of rotationally restrained shallow arches under a central concentrated load
    • No. R-441, The University of New South Wales, Sydney, Australia
    • Pi Y-L, Bradford MA, Uy B. Nonlinear in-plane stability of rotationally restrained shallow arches under a central concentrated load. UNICIV Report No. R-441, The University of New South Wales, Sydney, Australia, 2005.
    • (2005) UNICIV Report
    • Pi, Y.-L.1    Bradford, M.A.2    Uy, B.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.