Please use this identifier to cite or link to this item:
|Title:||Bending solutions of Levinson beams and plates in terms of the classical theories|
|Citation:||Reddy, J.N., Wang, C.M., Lim, G.T., Ng, K.H. (2001-05-15). Bending solutions of Levinson beams and plates in terms of the classical theories. International Journal of Solids and Structures 38 (26-27) : 4701-4720. ScholarBank@NUS Repository. https://doi.org/10.1016/S0020-7683(00)00298-5|
|Abstract:||Using the mathematical similarity of the governing equations of the classical beam and plate theories and the Levinson beam and plate theories, and the basis of load equivalence, exact relationships between the bending solutions of the two theories for beams and plates are derived. These relationships enable the conversion of the well-known classical (Euler-Bernoulli) beam and (Kirchhoff) plate solutions to their shear deformable counterparts using the Levinson beam and plate theories. Examples are given to illustrate the use of these relationships. © 2001 Elsevier Science Ltd. All rights reserved.|
|Source Title:||International Journal of Solids and Structures|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Sep 19, 2018
WEB OF SCIENCETM
checked on Sep 4, 2018
checked on Feb 25, 2018
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.