An assessment of current capability for computer analysis of shell structures
暂无分享,去创建一个
[1] E. A. Witmer,et al. APPENDIX D: PETROS 2: A NEW FINITE-DIFFERENCE METHOD AND PROGRAM FOR THE CALCULATION OF LARGE ELASTIC-PLASTIC DYNAMICALLY-INDUCED DEFORMATIONS OF GENERAL THIN SHELLS. , 1969 .
[2] J. A. Stricklin,et al. Nonlinear analysis of shells of revolution by the matrix displacement method. , 1968 .
[3] M. Khojasteh-Bakht,et al. Analysis of elastic-plastic shells of revolution under axisymmetric loading by the finite element method , 1967 .
[4] G. A. Cohen,et al. Computer analysis of asymmetric buckling of ring-stiffened orthotropic shells of revolution. , 1967 .
[5] Zenons Zudans. Finite Element Incremental Elastic-Plastic Analysis of Pressure Vessels , 1970 .
[6] Arturs Kalnins,et al. STATIC, FREE VIBRATION, AND STABILITY ANALYSIS OF THIN, ELASTIC SHELLS OF REVOLUTION , 1968 .
[7] J. A. Stricklin,et al. Linear and Nonlinear Analysis of Shells of Revolution with Asymmetrical Stiffness Properties , 1968 .
[8] H. Hibbitt,et al. Hybrid finite element analysis with particular reference to axisymmetric structures , 1970 .
[9] James J. Kotanchik,et al. THE TRANSIENT LINEAR ELASTIC RESPONSE ANALYSIS OF COMPLEX THIN SHELLS OF REVOLUTION SUBJECTED TO ARBITRARY EXTERNAL LOADINGS, BY THE FINITE-ELEMENT PROGRAM SABOR5-DRASTIC. , 1970 .
[10] Theodore H. H. Pian,et al. AN IMPROVED DISCRETE-ELEMENT ANALYSIS AND PROGRAM FOR THE LINEAR-ELASTIC STATIC ANALYSIS OF MERIDIONALLY-CURVED, VARIABLE-THICKNESS, BRANCHED THIN SHELLS OF REVOLUTION SUBJECTED TO GENERAL EXTERNAL MECHANICAL AND THERMAL LOADS. PART I: ANALYSIS AND EVALUATION. , 1968 .
[11] A. P. Cappelli,et al. Analysis of shells of revolution having arbitrary stiffness distributions , 1969 .
[12] Edward L. Wilson,et al. Structural analysis of axisymmetric solids. , 1965 .
[13] A. Kalnins,et al. Analysis of Shells of Revolution Subjected to Symmetrical and Nonsymmetrical Loads , 1964 .
[14] H. G. Schaeffer. Computer program for finite-difference solutions of shells of revolution under asymmetric loads , 1967 .
[15] J. R. Tillerson,et al. NONLINEAR DYNAMIC ANALYSIS OF SHELLS OF REVOLUTION BY MATRIX DISPLACEMENT METHOD. Report 69-77. , 1970 .
[16] J. R. Tillerson,et al. NONLINEAR DYNAMIC ANALYSIS OF SHELLS OF REVOLUTION BY MATRIX DISPLACEMENT METHOD , 1970 .
[17] James J. Kotanchik,et al. STACUSS 1: A DISCRETE-ELEMENT PROGRAM FOR THE STATIC ANALYSIS OF SINGLE-LAYER CURVED STIFFENED SHELLS SUBJECTED TO MECHANICAL AND THERMAL LOADS. , 1969 .
[18] J. A. Stricklin,et al. Static Nonlinear Analysis of Shells of Revolution - Users Manual , 1968 .
[19] R. Rung,et al. Nonlinear numerical analysis of axisymmetrically loaded arbitrary shells of revolution , 1965 .
[20] R. E. Ball,et al. A program for the nonlinear static and dynamic analysis of arbitrarily loaded shells of revolution , 1972 .
[21] A. Kalnins,et al. Thin elastic shells , 1967 .
[22] P. V. Marcal,et al. Large deflection analysis of elastic-plastic shells of revolution , 1970 .
[23] Stanley Klein,et al. SABOR III: A FORTRAN PROGRAM FOR THE LINEAR ELASTIC ANALYSIS OF THIN SHELLS OF REVOLUTION UNDER AXISYMMETRIC LOADING BY USING THE MATRIX DISPLACEMENT METHOD, , 1965 .