1 |
Punch, E.F. and Atluri, S.N. (1984), 'Development and testing of stable, isoparametric curvilinear 2 and 3-D hybrid stress elements', Comput. Meth. Appl. Mech. Eng., 47, 331-356
DOI
ScienceOn
|
2 |
Pian, T.H.H. (1964), 'Derivation of element stiffness matrices by assumed stress distributions', AIAA J., 12, 1333-1336
|
3 |
Ayad, R., and Rigolot, A. (2002), 'An improved four-node hybrid-mixed element based upon Mindlin's plate theory', Int. J. Numer. Meth. Eng, 55(6), 705-731
DOI
ScienceOn
|
4 |
Pian, T.H.H. and Chen, D.P. (1983), 'On the suppression of zero energy deformation modes', Int. .J Numer. Meth. Eng., 19, 1741-1752
DOI
ScienceOn
|
5 |
MacNeal, R.H. and Harder, R.L. (1988), 'A refined four-noded membrane element with rotational degrees of freedom', Comput. Struct., 28, 75-84
DOI
ScienceOn
|
6 |
Bergan, P.G and Felippa, C.A. (1985), 'A triangular membrane element with rotational degrees of freedom', Comput. Meth. Appl. Mech. Eng, 50, 25-69
DOI
ScienceOn
|
7 |
Choi, C.K. and Lee, W.H. (1996), 'Versatile variable-node flat-shell element', J. Eng Mech., 122(5), 432-441
DOI
|
8 |
Yunus, S.M., Saigal, S. and Cook, R.D. (1989), 'On improved hybrid finite elements with rotational degrees of freedom', Int. J. Numer. Meth. Eng, 28, 785-800
DOI
ScienceOn
|
9 |
Allman, D.J. (1984), 'A compatible triangular element including vertex rotations for plane elasticity problems', Comput. Struct., 19, 1-8
DOI
ScienceOn
|
10 |
ANSYS. (1997), Swanson Analysis Systems, Swanson J. ANSYS 5.4. USA
|
11 |
Cook, R.D. (1986), 'On the Allman triangle and a related quadrilateral element', Comput. Struct., 22, 1065-1067
DOI
ScienceOn
|
12 |
Duan, M. and Miyamoto, Y. (2002), 'Effective hybrid/mixed finite elements for folded-plate structures', J. Eng Mech., ASCE, 128(2), 202-208
DOI
ScienceOn
|
13 |
Ibrahimbegovic, A., Taylor, R.L. and Wison, E.L. (1990), 'A robust quadrilateral membrane finite element with drilling degrees of freedom', Int. J. Numer. Meth. Eng, 30, 445-457
DOI
|
14 |
Danlmaz, K. (2005), 'An assumed-stress finite element for static and free vibration analysis of Reissner-Mindlin plates', Struct. Eng Mech., 19(2), 199-215
DOI
ScienceOn
|
15 |
Danlmaz, K. (2005), 'A hybrid 8-node hexahedral element for static and free vibration analysis', Struct. Eng Mech., 21(5), 571-590
DOI
ScienceOn
|
16 |
Eratli, N. and Akoz, A.Y. (2002), 'Mixed finite element formulation for folded plates', Struct. Eng Mech., 13(2), 155-170
DOI
ScienceOn
|
17 |
Feng, W, Hoa, S.V. and Huang, Q. (1997), 'Classification of stress modes in assumed stress fields of hybrid finite elements', Int. J. Numer. Meth. Eng., 40, 4313-4339
DOI
|
18 |
Lee, S.Y. and Wooh, S.C. (2004) 'Finite element vibration analysis of composite box structures using the high order plate theory', J. Sound Vib .. 277(4-5), 801-814
DOI
ScienceOn
|
19 |
Liu, W.H. and Huang, C.C. (1992), 'Vibration Analysis of folded plates', J. Sound Vib., 157, 123-137
DOI
ScienceOn
|
20 |
Niyogi, A.G, Laha, M.K. and Sinha, P.K. (1999), 'Finite element vibration analysis of laminated composite folded plate structures', Shock and Vibration, 6, 273-283
DOI
|
21 |
Perry, B., Bar- Yoseph, P. and Rosenhouse, G. (1992), 'Rectangular hybrid shell element for analysing folded plate structures', Comput. Struct., 44, 177-183
DOI
ScienceOn
|