The Behavior of Thin Walled Structures: Beams, Plates, and Shells

The Behavior of Thin Walled Structures: Beams, Plates, and Shells
Author :
Publisher : Springer Science & Business Media
Total Pages : 194
Release :
ISBN-10 : 9789400927742
ISBN-13 : 9400927746
Rating : 4/5 (746 Downloads)

Book Synopsis The Behavior of Thin Walled Structures: Beams, Plates, and Shells by : Jack R. Vinson

Download or read book The Behavior of Thin Walled Structures: Beams, Plates, and Shells written by Jack R. Vinson and published by Springer Science & Business Media. This book was released on 2012-12-06 with total page 194 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book is intended primarily as a teaching text, as well as a reference for individual study in the behavior of thin walled structural components. Such structures are widely used in the engineering profession for spacecraft, missiles, aircraft, land-based vehicles, ground structures, ocean craft, underwater vessels and structures, pressure vessels, piping, chemical processing equipment, modern housing, etc. It presupposes that the reader has already completed one basic course in the mechanics or strength of materials. It can be used for both undergraduate and graduate courses. Since beams (columns, rods), plates and shells comprise components of so many of these modern structures, it is necessary for engineers to have a working knowledge of their behavior when these structures are subjected to static, dynamic (vibration and shock) and environmental loads. Since this text is intended for both teaching and self-study, it stresses fundamental behavior and techniques of solution. It is not an encyclopedia of all research or design data, but provides the reader the wherewithal to read and study the voluminous literature. Chapter 1 introduces the three-dimensional equations oflinear elasticity, deriving them to the extent necessary to treat the following material. Chapter 2 presents, in a concise way, the basic assumptions and derives the governing equations for classical Bernoulli-Euler beams and plates in a manner that is clearly understood.


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