-
1
-
-
0343788864
-
A nonlinear bending effect when certain unsymmetical sections are subjected to a pure torque
-
M. Gregory, A nonlinear bending effect when certain unsymmetical sections are subjected to a pure torque, Austral. J. Appl. Sci. 11 (1960) 33-48.
-
(1960)
Austral. J. Appl. Sci.
, vol.11
, pp. 33-48
-
-
Gregory, M.1
-
2
-
-
0003661511
-
-
English translation published for U.S. Science Foundation by Israel Program for Scientific Translations
-
V.Z. Vlasov, Thin Walled Elastic Beams, second ed., 1961 (English translation published for U.S. Science Foundation by Israel Program for Scientific Translations).
-
(1961)
Thin Walled Elastic Beams, Second Ed.
-
-
Vlasov, V.Z.1
-
4
-
-
84985326801
-
Finite element analysis of torsional and torsional-flexural stability problems, moments
-
R.S. Barsoum, R.H. Gallagher, Finite element analysis of torsional and torsional-flexural stability problems, moments, Internat. J. Numer. Methods Engrg. 2 (1970) 335-352.
-
(1970)
Internat. J. Numer. Methods Engrg.
, vol.2
, pp. 335-352
-
-
Barsoum, R.S.1
Gallagher, R.H.2
-
5
-
-
0015285237
-
Stability of monosymmetric beams and cantilevers
-
J.M. Anderson, N.S. Trahair, Stability of monosymmetric beams and cantilevers, J. Struct. Div. ASCE 98 (1972) 269-286.
-
(1972)
J. Struct. Div. ASCE
, vol.98
, pp. 269-286
-
-
Anderson, J.M.1
Trahair, N.S.2
-
7
-
-
0003405430
-
-
McGraw-Hill, NewYork
-
D.O. Brush, B.O. Almroth, Buckling of Bars, Plates and Shells, McGraw-Hill, NewYork, 1975.
-
(1975)
Buckling of Bars, Plates and Shells
-
-
Brush, D.O.1
Almroth, B.O.2
-
9
-
-
0000633159
-
On large displacement-small strain analysis of structures with rotation degree of freedom
-
J.H Argyris, P.C. Dunne, D.W. Scharpf, On large displacement-small strain analysis of structures with rotation degree of freedom, Comput. Methods Appl. Mech. Engrg. 14 (1978) 401-451.
-
(1978)
Comput. Methods Appl. Mech. Engrg.
, vol.14
, pp. 401-451
-
-
Argyris, J.H.1
Dunne, P.C.2
Scharpf, D.W.3
-
10
-
-
49349122036
-
On large displacement-small strain analysis of structures with rotation degree of freedom
-
J.H Argyris, P.C. Dunne, D.W. Scharpf, On large displacement-small strain analysis of structures with rotation degree of freedom, Comput. Methods Appl. Mech. Engrg. 15 (1978) 99-135.
-
(1978)
Comput. Methods Appl. Mech. Engrg.
, vol.15
, pp. 99-135
-
-
Argyris, J.H.1
Dunne, P.C.2
Scharpf, D.W.3
-
11
-
-
0018530678
-
On the geometrical stiffness of a beam in space - A consistent v.w. approach
-
J.H. Argyris, O. Hilpert, G.A. Malejannakis, D.W. Scharpf, On the geometrical stiffness of a beam in space - a consistent v.w. approach, Comput. Methods Appl. Mech. Engrg. 20 (1979) 105-131.
-
(1979)
Comput. Methods Appl. Mech. Engrg.
, vol.20
, pp. 105-131
-
-
Argyris, J.H.1
Hilpert, O.2
Malejannakis, G.A.3
Scharpf, D.W.4
-
12
-
-
0017867587
-
Finite element method - The natural approach
-
J.H. Argyris, H. Balmer, J.St. Doltsinis, P.C. Dunne, M. Haase, M. Kleiber, G.A. Malejannakis, H.P. Mlejenek, M. Muller, D.W. Scharpf, Finite element method - the natural approach, Comput. Methods Appl. Mech. Engrg. 17/18 (1979) 1-106.
-
(1979)
Comput. Methods Appl. Mech. Engrg.
, vol.17-18
, pp. 1-106
-
-
Argyris, J.H.1
Balmer, H.2
Doltsinis, J.St.3
Dunne, P.C.4
Haase, M.5
Kleiber, M.6
Malejannakis, G.A.7
Mlejenek, H.P.8
Muller, M.9
Scharpf, D.W.10
-
14
-
-
0022562202
-
Lateral buckling analysis of beams by FEM
-
M.M. Attard, Lateral buckling analysis of beams by FEM, Comput. and Struct. 23 (1986) 217-231.
-
(1986)
Comput. and Struct.
, vol.23
, pp. 217-231
-
-
Attard, M.M.1
-
15
-
-
0022792209
-
A three-dimensional finite strain rod model. Part II: Computational aspects
-
J.C. Simo, L. Vu-Quoc, A three-dimensional finite strain rod model. Part II: Computational aspects, Comput. Methods Appl. Mech. Engrg. 58 (1986) 79-116.
-
(1986)
Comput. Methods Appl. Mech. Engrg.
, vol.58
, pp. 79-116
-
-
Simo, J.C.1
Vu-Quoc, L.2
-
17
-
-
0024116484
-
A beam finite element non-linear theory with finite rotations
-
A. Cardona, M. Geradin, A beam finite element non-linear theory with finite rotations, Internat. J. Numer. Methods Engrg. 26 (1988) 2403-2438.
-
(1988)
Internat. J. Numer. Methods Engrg.
, vol.26
, pp. 2403-2438
-
-
Cardona, A.1
Geradin, M.2
-
18
-
-
34250088561
-
On a consistent theory and variational formulation of finitely stretched and rotated 3-D spaced-curved beams
-
M. Iura, S.N. Atluri, On a consistent theory and variational formulation of finitely stretched and rotated 3-D spaced-curved beams, Comput. Mech. 4 (1989) 73-88.
-
(1989)
Comput. Mech.
, vol.4
, pp. 73-88
-
-
Iura, M.1
Atluri, S.N.2
-
19
-
-
0025468397
-
A consistent co-rotational formulation for non-linear three-dimensional beam elements
-
M.A. Crisfield, A consistent co-rotational formulation for non-linear three-dimensional beam elements, Comput. Methods Appl. Mech. Engrg. 81 (1990) 131-150.
-
(1990)
Comput. Methods Appl. Mech. Engrg.
, vol.81
, pp. 131-150
-
-
Crisfield, M.A.1
-
20
-
-
85031541754
-
Thin-walled space frames, part I: Large deformation analysis theory, and part II: algorithmic details and applications
-
H. Chen, G.E. Blandford, Thin-walled space frames, part I: large deformation analysis theory, and part II: algorithmic details and applications, J. Struct. Engrg. ASCE 117 (1991) 2499-2539.
-
(1991)
J. Struct. Engrg. ASCE
, vol.117
, pp. 2499-2539
-
-
Chen, H.1
Blandford, G.E.2
-
21
-
-
0026835436
-
Corotational total Lagrangian formulation for three-dimensional beam element
-
K.M. Hsiao, Corotational total Lagrangian formulation for three-dimensional beam element, AIAA J. 30 (1992) 797-804.
-
(1992)
AIAA J.
, vol.30
, pp. 797-804
-
-
Hsiao, K.M.1
-
22
-
-
0026946973
-
Prebuckling deflections and lateral buckling: Part I: theory and part II: application
-
Y.L. Pi, N.S. Trahair, Prebuckling deflections and lateral buckling: part I: theory and part II: application, J. Struct. Engrg. ASCE 118 (1992) 2949-2985.
-
(1992)
J. Struct. Engrg. ASCE
, vol.118
, pp. 2949-2985
-
-
Pi, Y.L.1
Trahair, N.S.2
-
23
-
-
0028338074
-
Generalized mixed finite element model for pre-and post-quasistatic buckling response of thin-walled framed structures
-
A.S. Gendy, A.F. Saleeb, Generalized mixed finite element model for pre-and post-quasistatic buckling response of thin-walled framed structures, Internat. J. Numer. Methods Engrg. 37 (1994) 297-322.
-
(1994)
Internat. J. Numer. Methods Engrg.
, vol.37
, pp. 297-322
-
-
Gendy, A.S.1
Saleeb, A.F.2
-
24
-
-
0029251216
-
An Eulerian approach to the large displacement analysis of thin-walled frames
-
B.A. Izzuddin, An Eulerian approach to the large displacement analysis of thin-walled frames, Proc. Inst. Civil Engrs. Structs. and Bldgs. 110 (1995) 50-65.
-
(1995)
Proc. Inst. Civil Engrs. Structs. and Bldgs.
, vol.110
, pp. 50-65
-
-
Izzuddin, B.A.1
-
25
-
-
0029229937
-
A kinematically exact space finite strain beam model-finite element formulation by generalized virtual work principle
-
G. Jelenic, M. Saje, A kinematically exact space finite strain beam model-finite element formulation by generalized virtual work principle, Comput. Methods Appl. Mech. Engrg. 120 (1995) 131-161.
-
(1995)
Comput. Methods Appl. Mech. Engrg.
, vol.120
, pp. 131-161
-
-
Jelenic, G.1
Saje, M.2
-
26
-
-
0003185609
-
Large-displacement analysis of elastoplastic thin-walled frames. Part I: Formulation and implementation and part II: verification and application
-
B.A. Izzuddin, D.L. Smith, Large-displacement analysis of elastoplastic thin-walled frames. Part I: formulation and implementation and part II: verification and application, J. Struct. Engrg. ASCE 122 (1996) 905-925.
-
(1996)
J. Struct. Engrg. ASCE
, vol.122
, pp. 905-925
-
-
Izzuddin, B.A.1
Smith, D.L.2
-
27
-
-
0001677098
-
A consistent finite element formulation for linear buckling analysis of spatial beams
-
K.M. Hsiao, R.T. Yang, W.Y. Lin, A consistent finite element formulation for linear buckling analysis of spatial beams, Comput. Methods Appl. Mech. Engrg. 156 (1998) 259-276.
-
(1998)
Comput. Methods Appl. Mech. Engrg.
, vol.156
, pp. 259-276
-
-
Hsiao, K.M.1
Yang, R.T.2
Lin, W.Y.3
-
28
-
-
0032208124
-
Co-rotational and Lagrangian formulations for elastic three-dimensional beam finite elements
-
L.H. Teh, M.J. Clarke, Co-rotational and Lagrangian formulations for elastic three-dimensional beam finite elements, J. Construct. Steel Res. 48 (1998) 123-144.
-
(1998)
J. Construct. Steel Res.
, vol.48
, pp. 123-144
-
-
Teh, L.H.1
Clarke, M.J.2
-
29
-
-
0032119097
-
A geometrical nonlinear eccentric 3D-beam element with arbitrary cross-sections
-
F. Gruttmann, R. Sauer, W. Wagner, A geometrical nonlinear eccentric 3D-beam element with arbitrary cross-sections, Comput. Methods Appl. Mech. Engrg. 160 (1998) 383-400.
-
(1998)
Comput. Methods Appl. Mech. Engrg.
, vol.160
, pp. 383-400
-
-
Gruttmann, F.1
Sauer, R.2
Wagner, W.3
-
30
-
-
0034227404
-
A co-rotational finite element formulation for buckling and postbuckling analysis of spatial beams
-
K.M. Hsiao, W.Y. Lin, A co-rotational finite element formulation for buckling and postbuckling analysis of spatial beams, Comput. Methods Appl. Mech. Engrg. 188 (2000) 567-594.
-
(2000)
Comput. Methods Appl. Mech. Engrg.
, vol.188
, pp. 567-594
-
-
Hsiao, K.M.1
Lin, W.Y.2
-
31
-
-
0005593417
-
Total and updated Lagrangian forms of the co-rotational finite element formulation in geometrically and materially nonlinear analysis
-
C. Tailor, E. Hinton, D.R.J. Owen (Eds.), Pineridge, Swansea
-
K. Mattiasson, A. Samuelsson, Total and updated Lagrangian forms of the co-rotational finite element formulation in geometrically and materially nonlinear analysis, in: C. Tailor, E. Hinton, D.R.J. Owen (Eds.), Numerical Methods for Non-linear Problems, vol. 2, Pineridge, Swansea, 1984, pp. 135-151.
-
(1984)
Numerical Methods for Non-linear Problems
, vol.2
, pp. 135-151
-
-
Mattiasson, K.1
Samuelsson, A.2
-
32
-
-
0023596052
-
The role of non-linear theories in transient dynamic analysis of flexible structures
-
J.C. Simo, L. Vu-Quoc, The role of non-linear theories in transient dynamic analysis of flexible structures, J. Sound Vib. 119 (1987) 487-508.
-
(1987)
J. Sound Vib.
, vol.119
, pp. 487-508
-
-
Simo, J.C.1
Vu-Quoc, L.2
-
34
-
-
85031552187
-
A co-rotational finite element formulation for buckling and postbuckling analysis of doubly symmetric thin-walled beams
-
submitted
-
K.M. Hsiao, W.Y. Lin, A co-rotational finite element formulation for buckling and postbuckling analysis of doubly symmetric thin-walled beams, Comput. Methods Appl. Mech. Engrg., submitted.
-
Comput. Methods Appl. Mech. Engrg.
-
-
Hsiao, K.M.1
Lin, W.Y.2
-
35
-
-
0004090090
-
-
Prat II: Advanced Theory and Problems, Van Nostrand, Princeton, NJ
-
S. Timoshenko, Strength of Materials. Prat II: Advanced Theory and Problems, Van Nostrand, Princeton, NJ, 1956.
-
(1956)
Strength of Materials
-
-
Timoshenko, S.1
-
36
-
-
0016873984
-
A new finite element scheme for instability analysis of thin shells
-
T. Matsui, O. Matsuoka, A new finite element scheme for instability analysis of thin shells, Internat. J. Numer. Methods Engrg. 10 (1976) 145-170.
-
(1976)
Internat. J. Numer. Methods Engrg.
, vol.10
, pp. 145-170
-
-
Matsui, T.1
Matsuoka, O.2
-
38
-
-
0003449887
-
-
Prentice-Hall, Englewood Cliffs, NJ
-
T.J. Chung, Continuum Mechanics, Prentice-Hall, Englewood Cliffs, NJ, 1988.
-
(1988)
Continuum Mechanics
-
-
Chung, T.J.1
-
40
-
-
0033076217
-
Symmetry of tangent stiffness matrices of 3D elastic frame
-
L.H Teh, M.J. Clarke, Symmetry of tangent stiffness matrices of 3D elastic frame, J. Engrg. Mech. ASCE 125 (1999) 248-251.
-
(1999)
J. Engrg. Mech. ASCE
, vol.125
, pp. 248-251
-
-
Teh, L.H.1
Clarke, M.J.2
-
41
-
-
0021312293
-
Displacement dependent pressure loads in nonlinear finite element analysis
-
K.S. Schweizerhof, E. Ramm, Displacement dependent pressure loads in nonlinear finite element analysis, Comput. and Struct. 18 (1984) 1099-1114.
-
(1984)
Comput. and Struct.
, vol.18
, pp. 1099-1114
-
-
Schweizerhof, K.S.1
Ramm, E.2
-
43
-
-
0019262099
-
A fast incremental/iterative solution procedure that handles snap through
-
M.A. Crisfield, A fast incremental/iterative solution procedure that handles snap through, Comput. and Struct. 13 (1981) 55-62.
-
(1981)
Comput. and Struct.
, vol.13
, pp. 55-62
-
-
Crisfield, M.A.1
-
44
-
-
0001097870
-
A motion process for large displacement analysis of spatial frames
-
K.M. Hsiao, C.M. Tsay, A motion process for large displacement analysis of spatial frames, Internat. J. Space Struct. 6 (1991) 133-139.
-
(1991)
Internat. J. Space Struct.
, vol.6
, pp. 133-139
-
-
Hsiao, K.M.1
Tsay, C.M.2
|