Exact solutions for buckling of structural members
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Author
Contributions
- Wang, C. M. - Contributor
- Wang, C. Y. 1939- - Contributor
- Reddy, J. N. 1945- - Contributor
Publication
2005 - CRC Press, Boca Raton, FL, Florida
Language
English
Word Count
51,750 words, Guess
Page Count
207 pages
Identifiers
- Open LibraryOL22597479M
- ISBN-100849322227
- OCLC Control Number228113634
- OCLC Control Number55008413
- OCLC Control Numberexactsolutionsfo00wang
and 2 more
- Library of Congress Control Number2004049666
- Goodreads4686462
Classifications
- DDC624.1/76
- LCCTA656.2 .W36 2005
Description
"This book condenses closed-form buckling solutions of columns, beams, arches, rings, plates, and shells from the vast literature into a single volume, it begins with an introduction to elastic buckling and the importance of elastic buckling load. The following chapters present coverage of flexural buckling solutions for columns under various loads, restraints, and boundary conditions; the exact flexural-torsional buckling solutions of beams; and the buckling solutions of circular arches and rings. Also included in these chapters are discussions of the effect of transverse shear deformation on the bucking load of columns and the flexural-torsional buckling of columns for thin-walled members with open profiles. The final chapters discuss the elastic buckling of plates under inplane loads and buckling solutions for cylindrical and spherical shells." "With coverage of a wide range of buckling load problems, this reference provides engineers and researchers benchmarks for assessing the validity, convergence, and accuracy of solutions obtained by numerical methods."--BOOK JACKET.
Subjects
Topics
Series Statement
- Computational mechanics and applied analysis -- 6
Other Editions
- Exact solutions for buckling of structural members
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