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Volumn 153-154, Issue 1-3, 2004, Pages 314-318

Numerical simulation of springback using enhanced assumed strain elements

Author keywords

Enhanced assumed strain finite element method; Finite strain plasticity; Springback

Indexed keywords

APPROXIMATION THEORY; COMPUTER SIMULATION; ELASTOPLASTICITY; FINITE ELEMENT METHOD; PROBLEM SOLVING; SHEET METAL; STRESS ANALYSIS; TENSORS; VECTORS;

EID: 9444220229     PISSN: 09240136     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jmatprotec.2004.04.342     Document Type: Article
Times cited : (34)

References (8)
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  • 2
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    • (1981) Int. J. Numer. Methods Eng. , vol.17 , pp. 679-706
    • Flanagan, D.P.1    Belytschko, T.2
  • 3
    • 0026867998 scopus 로고
    • Geometrically non-linear enhanced strain mixed methods and the method of compatible modes
    • J.C. Simo, F. Amero, Geometrically non-linear enhanced strain mixed methods and the method of compatible modes. Int. J. Numer. Methods Eng. 33 (1992) 1413-1449.
    • (1992) Int. J. Numer. Methods Eng. , vol.33 , pp. 1413-1449
    • Simo, J.C.1    Amero, F.2
  • 4
    • 0027847564 scopus 로고
    • Improved versions of assumed enhanced strain tri-linear element for 3D finite deformation problems
    • J.C. Simo, F. Amero, R.L. Taylor, Improved versions of assumed enhanced strain tri-linear element for 3D finite deformation problems. Comput. Methods Appl. Mech. Eng. 110 (1993) 359-386.
    • (1993) Comput. Methods Appl. Mech. Eng. , vol.110 , pp. 359-386
    • Simo, J.C.1    Amero, F.2    Taylor, R.L.3
  • 5
    • 0027576002 scopus 로고
    • EAS-elements for two-dimensional, three-dimensional, plate and shell structures and their equivalence to HR-elements
    • U. Andelfinger, E. Ramm, EAS-elements for two-dimensional, three-dimensional, plate and shell structures and their equivalence to HR-elements, Int. Numer. Methods Eng. 36 (1993) 1311-1337.
    • (1993) Int. Numer. Methods Eng. , vol.36 , pp. 1311-1337
    • Andelfinger, U.1    Ramm, E.2
  • 6
    • 0031072552 scopus 로고    scopus 로고
    • An 8-node brick element with mixed formulation for large deformation analyses
    • K.P. Li, S. Cescotto, An 8-node brick element with mixed formulation for large deformation analyses, Comput. Methods Appl. Mech. Eng. 141 (1997) 157-204.
    • (1997) Comput. Methods Appl. Mech. Eng. , vol.141 , pp. 157-204
    • Li, K.P.1    Cescotto, S.2
  • 7
    • 0034314421 scopus 로고    scopus 로고
    • Stress evaluation with numerical integration schemes in finite element analysis of elasto-plastic bending
    • H. Huh, S.H. Kim, Stress evaluation with numerical integration schemes in finite element analysis of elasto-plastic bending. Commun. Numer. Methods Eng. 16 (2000) 755-767.
    • (2000) Commun. Numer. Methods Eng. , vol.16 , pp. 755-767
    • Huh, H.1    Kim, S.H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.