Vibration And Buckling Of Prestressed Shells Of Revolution PDF Download

Are you looking for read ebook online? Search for your book and save it on your Kindle device, PC, phones or tablets. Download Vibration And Buckling Of Prestressed Shells Of Revolution PDF full book. Access full book title Vibration And Buckling Of Prestressed Shells Of Revolution.

NASA Technical Note

NASA Technical Note
Author:
Publisher:
Total Pages: 600
Release: 1973
Genre:
ISBN:

Download NASA Technical Note Book in PDF, ePub and Kindle


Vibration of Shells

Vibration of Shells
Author: Arthur W. Leissa
Publisher:
Total Pages: 438
Release: 1973
Genre: Government publications
ISBN:

Download Vibration of Shells Book in PDF, ePub and Kindle

The vibrational characteristics and mechanical properties of shell structures are discussed. The subjects presented are: (1) fundamental equations of thin shell theory, (2) characteristics of thin circular cylindrical shells, (3) complicating effects in circular cylindrical shells, (4) noncircular cylindrical shell properties, (5) characteristics of spherical shells, and (6) solution of three-dimensional equations of motion for cylinders.


Static, Free Vibration, and Stability Analysis of Thin, Elastic Shells of Revolution

Static, Free Vibration, and Stability Analysis of Thin, Elastic Shells of Revolution
Author: Arturs Kalnins
Publisher:
Total Pages: 508
Release: 1969
Genre: Buckling (Mechanics)
ISBN:

Download Static, Free Vibration, and Stability Analysis of Thin, Elastic Shells of Revolution Book in PDF, ePub and Kindle

This project was undertaken to present workable methods of analyses for thin, elastic shells of revolution, and to provide computer programs for performing such analyses. By means of these methods, the following problems for a thin, elastic shell of revolution can be solved: (1) stresses and deflections can be determined when the shell is subjected to arbitrary mechanical and/or thermal loads; (2) natural frequencies and mode shapes can be found for free vibration when the shell is subjected to or is free of prestress; (3) buckling loads, according to the classical stability theory, can be found when the shell is subjected to axisymmetric or sinusoidal nonsymmetric prestress. (Author).