-
1
-
-
2942599529
-
Buckling of imperfect elastic shells using the asymptotic numerical method
-
Cracow, Poland, June 26-29
-
S. Baguet, B. Cochelin, Buckling of imperfect elastic shells using the asymptotic numerical method, European Conference on Computational Mechanics, Cracow, Poland, June 26-29, 2001.
-
(2001)
European Conference on Computational Mechanics
-
-
Baguet, S.1
Cochelin, B.2
-
2
-
-
2942540255
-
Incremental displacement algorithms for nonlinear problems
-
Batoz J.L. Dhatt G. Incremental displacement algorithms for nonlinear problems Internat. J. Numer. Methods Engrg. 7 1971 883-900
-
(1971)
Internat. J. Numer. Methods Engrg.
, vol.7
, pp. 883-900
-
-
Batoz, J.L.1
Dhatt, G.2
-
4
-
-
0028483483
-
Three dimensional extension of non-linear shell formulation based on the enhanced assumed strain concept
-
Buchter N. Ramm E. Roehl D. Three dimensional extension of non-linear shell formulation based on the enhanced assumed strain concept Internat. J. Numer. Methods Engrg. 37 1994 2551-2568
-
(1994)
Internat. J. Numer. Methods Engrg.
, vol.37
, pp. 2551-2568
-
-
Buchter, N.1
Ramm, E.2
Roehl, D.3
-
5
-
-
0028763617
-
A path-following technique via an asymptotic-numerical method
-
Cochelin B. A path-following technique via an asymptotic-numerical method Comput. and Struct. 53 5 1994 1181-1192
-
(1994)
Comput. and Struct.
, vol.53
, Issue.5
, pp. 1181-1192
-
-
Cochelin, B.1
-
6
-
-
0028413506
-
Asymptotic numerical method and Padé approximants for non-linear elastic structures
-
Cochelin B. Damil N. Potier-Ferry M. Asymptotic numerical method and Padé approximants for non-linear elastic structures Internat. J. Numer. Methods Engrg. 37 1994 1187-1213
-
(1994)
Internat. J. Numer. Methods Engrg.
, vol.37
, pp. 1187-1213
-
-
Cochelin, B.1
Damil, N.2
Potier-Ferry, M.3
-
7
-
-
0025545964
-
A new method to compute perturbed bifurcation: Application to the buckling of imperfect elastic structures
-
Damil N. Potier Ferry M. A new method to compute perturbed bifurcation: application to the buckling of imperfect elastic structures Internat. J. Engrg. Sci. 26 9 1990 943-957
-
(1990)
Internat. J. Engrg. Sci.
, vol.26
, Issue.9
, pp. 943-957
-
-
Damil, N.1
Potier Ferry, M.2
-
11
-
-
0003158778
-
Strategies for tracing the nonlinear response near limit points
-
W. Wunderlish, E. Stein, & K. J. Bathe (Eds.), Berlin: Springer
-
Ramm E. Strategies for tracing the nonlinear response near limit points Wunderlish W. Stein E. Bathe K.J. Nonlinear Finite Element Analysis in Structural Mechanics 1981 63-89 Springer Berlin
-
(1981)
Nonlinear Finite Element Analysis in Structural Mechanics
, pp. 63-89
-
-
Ramm, E.1
-
12
-
-
0005642823
-
On formulations of path-following techniques for structural stability analysis
-
P. Ladevèze, & O. C. Zienkiewicz (Eds.), Amsterdam: Elsevier
-
Riks E. On formulations of path-following techniques for structural stability analysis Ladevèze P. Zienkiewicz O.C. New Advances in Computational Structures Mechanics 1992 65-79 Elsevier Amsterdam
-
(1992)
New Advances in Computational Structures Mechanics
, pp. 65-79
-
-
Riks, E.1
-
13
-
-
0025449315
-
A class of mixed assumed strain methods and method of incompatible modes
-
Simo J.C. Rifai M.S. A class of mixed assumed strain methods and method of incompatible modes Internat. J. Numer. Methods Engrg. 37 1990 1595-1636
-
(1990)
Internat. J. Numer. Methods Engrg.
, vol.37
, pp. 1595-1636
-
-
Simo, J.C.1
Rifai, M.S.2
-
15
-
-
0024035027
-
A simple method for the calculation of postcritical branches
-
Wagner W. Wriggers P. A simple method for the calculation of postcritical branches Internat. J. Numer. Methods Engrg. 5 1988 103-109
-
(1988)
Internat. J. Numer. Methods Engrg.
, vol.5
, pp. 103-109
-
-
Wagner, W.1
Wriggers, P.2
-
16
-
-
0025464784
-
A general procedure for the direct computation of turning and bifurcation point
-
Wriggers P. Simo J.C. A general procedure for the direct computation of turning and bifurcation point Internat. J. Numer. Methods Engrg. 30 1990 155-176
-
(1990)
Internat. J. Numer. Methods Engrg.
, vol.30
, pp. 155-176
-
-
Wriggers, P.1
Simo, J.C.2
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