TECHNICAL NOTES
Feb 1, 1993
Stability of Skew Mindlin Plates under Isotropic In‐Plane Pressure
Authors: C. M. Wang, Member, ASCE, S. Kitipornchai, Fellow, ASCE, Y. Xiang, and K. M. LiewAuthor Affiliations
Publication: Journal of Engineering Mechanics
Volume 119, Issue 2
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References
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Hamada, M. (1959). “Comprehensive and shearing buckling‐load on a rhomboidal plate with all edges clamped.” Trans. Japan Society Mech. Engrg., 25(151), 174–181.
2.
Hinton, F. (1988). Numerical methods and software for dynamic analysis of plates and shells. Pineridge Press, Swansea, United Kingdom.
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Huang, H. C. (1989). Static and dynamics analyses of plates and shells. Springer‐Verlag, Berlin, Germany.
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Reissner, E. (1945). “The effect of transverse shear deformation on the bending of elastic plates.” J. Appl. Mech. ASME, 12, 69–76.
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Timoshenko, S. P., and Gere, J. M. (1961). Theory of elastic stability. McGraw‐Hill, New York, N.Y.
6.
Wang, C. M., Liew, K. M., and Alwis, W. A. M. (1992). “Buckling of skew plates and corner condition for simply supported edges.” J. Engrg. Mech., ASCE, 118(4), 651–662.
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Copyright © 1993 American Society of Civil Engineers.
History
Received: Mar 31, 1992
Published online: Feb 1, 1993
Published in print: Feb 1993
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Authors
Affiliations
C. M. Wang, Member, ASCE
Sr. Lect., Dept. of Civ. Engrg., Nat. Univ. of Singapore, Kent Ridge, Singapore 0511
S. Kitipornchai, Fellow, ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of Queensland, Queensland, Australia 4072
Y. Xiang
Res. Student, Dept. of Civ. Engrg., Univ. of Queensland, Queensland, Australia 4072
K. M. Liew
Lect., Div. of Appl. Mech., School of Mech. and Production Engrg., Nanyang Tech. Univ., Nanyang, Singapore 2263
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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