메뉴 건너뛰기




Volumn 3, Issue , 2014, Pages 457-460

Quasi-conforming elements based on reissner-mindlin plate theory

Author keywords

[No Author keywords available]

Indexed keywords

ASSUMED DISPLACEMENTS; ENGINEERING ANALYSIS; EQUILIBRIUM EQUATION; INTERPOLATION FUNCTION; NONCONFORMING FINITE ELEMENT METHOD; QUASI-CONFORMING; REISSNER-MINDLIN PLATE THEORY; STRAIN-DISPLACEMENT EQUATIONS;

EID: 84886611121     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (1)

References (22)
  • 2
    • 0021384182 scopus 로고
    • A continuum mechanics based four-node shell element for general non-linear analysis
    • Dvorkin, E. N. & K. J. Bathe (1984). A continuum mechanics based four-node shell element for general non-linear analysis. Engineering Computations 1(11), 77-88.
    • (1984) Engineering Computations , vol.1 , Issue.11 , pp. 77-88
    • Dvorkin, E.N.1    Bathe, K.J.2
  • 3
    • 3042766289 scopus 로고    scopus 로고
    • Refined triangular discrete mindlin flat shell elements
    • Ge, Z. J. & W. J. Chen (2003). Refined triangular discrete Mindlin flat shell elements. Computational Mechanics 33(1), 52-60.
    • (2003) Computational Mechanics , vol.33 , Issue.1 , pp. 52-60
    • Ge, Z.J.1    Chen, W.J.2
  • 5
    • 79959819615 scopus 로고    scopus 로고
    • A four-node reissner-mindlin shell with assumed displacement quasiconforming method
    • Hu, P., Y. Xia, & L. M. Tang (2011). A four-node Reissner-Mindlin shell with assumed displacement quasiconforming method. CMES: Computer Modeling in Engineering and Sciences 73(2), 103-136.
    • (2011) CMES: Computer Modeling in Engineering and Sciences , vol.73 , Issue.2 , pp. 103-136
    • Hu, P.1    Xia, Y.2    Tang, L.M.3
  • 6
    • 33746148903 scopus 로고    scopus 로고
    • A co-rotational quasi-conforming 4-node resultant shell element for large deformation elasto-plastic analysis
    • Kim, K. D. & G. R. Lomboy (2006). A co-rotational quasi-conforming 4-node resultant shell element for large deformation elasto-plastic analysis. Computer Methods in Applied Mechanics and Engineering 195(44-47), 6502-6522.
    • (2006) Computer Methods in Applied Mechanics and Engineering , vol.195 , Issue.44-47 , pp. 6502-6522
    • Kim, K.D.1    Lomboy, G.R.2
  • 7
    • 39649099324 scopus 로고    scopus 로고
    • Geometrically non-linear analysis of functionally graded material (fgm) plates and shells using a four-node quasi-conforming shell element
    • Kim, K. D., G. R. Lomboy, & S. Han (2008). Geometrically non-linear analysis of functionally graded material (fgm) plates and shells using a four-node quasi-conforming shell element. Journal of composite materials 42(5), 485-511.
    • (2008) Journal of Composite Materials , vol.42 , Issue.5 , pp. 485-511
    • Kim, K.D.1    Lomboy, G.R.2    Han, S.3
  • 9
    • 84864981901 scopus 로고
    • Discussion on the superfluous zero energy modes of finite elements
    • Liu, Y. X., G. Y. Shi, & L. M. Tang (1983). Discussion on the superfluous zero energy modes of finite elements. Journal of Dalian Institute of Technology 22(3), 62-67.
    • (1983) Journal of Dalian Institute of Technology , vol.22 , Issue.3 , pp. 62-67
    • Liu, Y.X.1    Shi, G.Y.2    Tang, L.M.3
  • 11
    • 28544450298 scopus 로고    scopus 로고
    • Linear static and dynamic analysis of laminated composite plates and shells using a 4-node quasi-conforming shell element
    • Park, T., K. D. Kim, & S. Han (2006). Linear static and dynamic analysis of laminated composite plates and shells using a 4-node quasi-conforming shell element. Composites Part B: Engineering 37(2-3), 237-248.
    • (2006) Composites Part B: Engineering , vol.37 , Issue.2-3 , pp. 237-248
    • Park, T.1    Kim, K.D.2    Han, S.3
  • 12
    • 0026417301 scopus 로고
    • Efficient and accurate four-node quadrilateral c0 plate bending element based on assumed strain fields
    • Shi, G. Y. & G. Z. Voyiadjis (1991a). Efficient and accurate four-node quadrilateral C0 plate bending element based on assumed strain fields. International Journal for Numerical Methods in Engineering 32(5), 1041-1055.
    • (1991) International Journal for Numerical Methods in Engineering , vol.32 , Issue.5 , pp. 1041-1055
    • Shi, G.Y.1    Voyiadjis, G.Z.2
  • 13
    • 0026367858 scopus 로고
    • Geometrically nonlinear analysis of plates by assumed strain element with explicit tangent stiffness matrix
    • Shi, G.Y. & G. Z.Voyiadjis (1991b). Geometrically nonlinear analysis of plates by assumed strain element with explicit tangent stiffness matrix. Computers and Structures 41(4), 757-763.
    • (1991) Computers and Structures , vol.41 , Issue.4 , pp. 757-763
    • Shi, G.Y.1    Voyiadjis, G.Z.2
  • 14
    • 0026124304 scopus 로고
    • Simple and efficient shear flexible two-node arch/beam and four-node cylindrical shell/plate finite elements
    • Shi, G. Y. & G. Z. Voyiadjis (1991c). Simple and efficient shear flexible two-node arch/beam and four-node cylindrical shell/plate finite elements. International Journal for Numerical Methods in Engineering 31(4), 759-776.
    • (1991) International Journal for Numerical Methods in Engineering , vol.31 , Issue.4 , pp. 759-776
    • Shi, G.Y.1    Voyiadjis, G.Z.2
  • 15
    • 0025752156 scopus 로고
    • A simple CO quadrilateral thick/thin shell element based on the refined shell theory and the assumed strain fields
    • Shi, G. Y. & G. Z. Voyiadjis (1991d). A simple CO quadrilateral thick/thin shell element based on the refined shell theory and the assumed strain fields. International Journal of Solids and Structures 27(3), 283-298.
    • (1991) International Journal of Solids and Structures , vol.27 , Issue.3 , pp. 283-298
    • Shi, G.Y.1    Voyiadjis, G.Z.2
  • 16
    • 0026626196 scopus 로고
    • A simple non-layered finite element for the elasto-plastic analysis of shear flexible plates
    • Shi, G. Y. & G. Z. Voyiadjis (1992). A simple non-layered finite element for the elasto-plastic analysis of shear flexible plates. International Journal for Numerical Methods in Engineering 33(1), 85-99.
    • (1992) International Journal for Numerical Methods in Engineering , vol.33 , Issue.1 , pp. 85-99
    • Shi, G.Y.1    Voyiadjis, G.Z.2
  • 17
    • 0024641220 scopus 로고
    • On a stress resultant geometrically exact shell model, Part II: The linear theory, computational aspects
    • Simo, J. C., D. D. Fox, & M. S. Rifai (1989). On a stress resultant geometrically exact shell model, part II: The linear theory, computational aspects. Computer Methods in Applied Mechanics and Engineering 73(1), 53-92.
    • (1989) Computer Methods in Applied Mechanics and Engineering , vol.73 , Issue.1 , pp. 53-92
    • Simo, J.C.1    Fox, D.D.2    Rifai, M.S.3
  • 19
    • 0141942481 scopus 로고
    • String net function application and quasi-conforming technique
    • Alturi SN et al. (ed.), Wiley: New York
    • Tang, L. M., W. J. Chen, &Y. X. Liu (1983). String net function application and quasi-conforming technique. Hybrid and Mixed Finite Element Methods, Alturi SN et al. (ed.), Wiley: NewYork.
    • (1983) Hybrid and Mixed Finite Element Methods
    • Tang, L.M.1    Chen, W.J.2    Liu, Y.X.3
  • 21
    • 84872117442 scopus 로고    scopus 로고
    • Quasi-conforming triangular reissnerc mindlin shell elements by using timoshenko's beam function
    • Wang, C. S. & P. Hu (2012). Quasi-conforming triangular Reissnerc Mindlin shell elements by using Timoshenko's beam function. CMES: Computer Modeling in Engineering and Sciences 88(5), 325-350.
    • (2012) CMES: Computer Modeling in Engineering and Sciences , vol.88 , Issue.5 , pp. 325-350
    • Wang, C.S.1    Hu, P.2
  • 22
    • 84863197981 scopus 로고    scopus 로고
    • A 4-node quasiconforming reissnercmindlin shell element by using timoshenko's beam function
    • Wang, C. S., P. Hu, & Y. Xia (2012). A 4-node quasiconforming ReissnercMindlin shell element by using Timoshenko's beam function. Finite Elements in Analysis and Design 61, 12-22.
    • (2012) Finite Elements in Analysis and Design , vol.61 , pp. 12-22
    • Wang, C.S.1    Hu, P.2    Xia, Y.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.