Theory of Elasticity for Scientists and Engineers

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Springer Science & Business Media, Jun 16, 2000 - Technology & Engineering - 374 pages
This book is intended to be an introduction to elasticity theory. It is as sumed that the student, before reading this book, has had courses in me chanics (statics, dynamics) and strength of materials (mechanics of mate rials). It is written at a level for undergraduate and beginning graduate engineering students in mechanical, civil, or aerospace engineering. As a background in mathematics, readers are expected to have had courses in ad vanced calculus, linear algebra, and differential equations. Our experience in teaching elasticity theory to engineering students leads us to believe that the course must be problem-solving oriented. We believe that formulation and solution of the problems is at the heart of elasticity theory. 1 Of course orientation to problem-solving philosophy does not exclude the need to study fundamentals. By fundamentals we mean both mechanical concepts such as stress, deformation and strain, compatibility conditions, constitu tive relations, energy of deformation, and mathematical methods, such as partial differential equations, complex variable and variational methods, and numerical techniques. We are aware of many excellent books on elasticity, some of which are listed in the References. If we are to state what differentiates our book from other similar texts we could, besides the already stated problem-solving ori entation, list the following: study of deformations that are not necessarily small, selection of problems that we treat, and the use of Cartesian tensors only.
 

Contents

38
41
Analysis of Strain
47
Boundary Value Problems of Elasticity Theory
113
Solutions for Some Problems of Elasticity Theory
143
106
168
Plane State of Strain and Plane State of Stress
223
Hookes
263
Energy Method in Elasticity Theory
267
Elementary Theory of Plates
297
Pressure Between Two Bodies in Contact
317
Elastic Stability
337
References
365
Index
371
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Page v - Deduce that on their common boundary t(z,n) = -t(z, -n) Cauchy's lemma The stress vectors acting upon opposite sides of the same surface at a given point are equal in magnitude and opposite in direction. 2.2.2 The stress tensor We ask here how t(z,n) varies as the position z is held fixed and n changes.

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