Shear deformable beams and plates : relationships with classical solutions /

Saved in:
Bibliographic Details
Author / Creator:Wang, C. M.
Imprint:Amsterdam ; New York : Elsevier, 2000.
Description:1 online resource (xiv, 296 pages) : illustrations
Language:English
Subject:
Format: E-Resource Book
URL for this record:http://pi.lib.uchicago.edu/1001/cat/bib/11129674
Hidden Bibliographic Details
Other authors / contributors:Reddy, J. N. (Junuthula Narasimha), 1945-
Lee, K. H.
ISBN:9780080541150
0080541151
9780080437842
0080437842
1281072206
9781281072207
0080437842
Digital file characteristics:data file
Notes:Includes bibliographical references (pages 279-291) and index.
Print version record.
Summary:Most books on the theory and analysis of beams and plates deal with the classical (Euler-Bernoulli/Kirchoff) theories but few include shear deformation theories in detail. The classical beam/plate theory is not adequate in providing accurate bending, buckling, and vibration results when the thickness-to-length ratio of the beam/plate is relatively large. This is because the effect of transverse shear strains, neglected in the classical theory, becomes significant in deep beams and thick plates. This book illustrates how shear deformation theories provide accurate solutions compared to the clas.
Other form:Print version: Wang, C.M. Shear deformable beams and plates. Amsterdam ; New York : Elsevier, 2000