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Theory of Elastic Stability (Dover Civil and Mechanical Engineering), by Stephen P. Timoshenko, James M. Gere
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The best available guide to the elastic stability of large structures, this book introduces the principles and theory of structural stability. It was co-authored by the father of modern engineering mechanics, Stephen Timoshenko, and James Gere, who updated the materials and worked closely with Dr. Timoshenko. Relevant to aspects of civil, mechanical, and aerospace engineering, this classic covers the essentials of static and dynamic instabilities.
Topics range from theoretical explanations of 2- and 3-D stress and strain to practical applications such as torsion, bending, thermal stress, and wave propagation through solids. Additional subjects include beam columns, curved bars and arches, buckling of rings, and experiments and design formulas. Particularly suitable for advanced undergraduate and graduate students of engineering, this volume is also an indispensable reference for professionals.
- Sales Rank: #302015 in Books
- Published on: 2009-06-22
- Released on: 2009-06-22
- Original language: English
- Number of items: 1
- Dimensions: 8.40" h x 1.10" w x 5.30" l, 1.25 pounds
- Binding: Paperback
- 560 pages
About the Author
The father of modern engineering mechanics, Stephen Timoshenko (1868-1972) taught for decades at Stanford University. His seminal engineering texts remain in wide use.Co-founder of the John A. Blume Earthquake Engineering Center, James M. Gere (1925-2008) taught for 34 years at Stanford University.
Most helpful customer reviews
2 of 2 people found the following review helpful.
This Textbook Saved My Grade!
By Jesse Plasmyer
In summary, excellent for a beginners understanding in graduate level plate buckling, column buckling, energy methods, etc. I used it more for plate buckling rather then columns and shells, however still packed with useful information. Also, many professors use the problems from this book on exams, so it's a great study guide as well. I used this book for a graduate course in structural stability. It can be very technical at sometimes, and has an abundance of information, that probably won't apply to you, however when I found myself struggling with a topic, and the professors notes and required textbook didn't help at all (a lot of times they didn't) this book covered a lot of what I was missing! A lot! I found myself using it more than the assigned class textbook. And for the price, it's worth it to give it a shot!
0 of 0 people found the following review helpful.
Unusually clear treatment of fundamentals-great base for finite elements
By Paul A. Bonyak
The stress matrix is covered in the first few pages of the text. Normal stresses comprise the diagonal and shear stresses the off diagonal elements. The matrix is shown to be symmetric by summing torques about a small rectangular parallelepiped in equilibrium in the material-the shear stresses cancel in pairs proving the symmetry. (Care and note should be taken of the initial position and directions of these stress vectors as they form a reference base just as you might define in strength of materials.) Similar arguments are used to derive the differential equations of equilibrium-pretty much elementary engineering statics. The most difficult part is also in the first few pages where strain is defined and constructed as a differential(Really!). Hooke's Law of course relates stress to strain and enters our system of equations as the compatibility equations. A new function is introduced, the stress function, an auxiliary function which arises as we explore the form of these equations and all quantities we seek can be written in terms of various combinations of derivatives of this. This is like in electromagnetism where Maxwell's Equations can be written in terms of vector and scalar potentials, solved and the fields arise as combinations of derivatives of these potentials. As other reviewers have commented the book is chock full of examples which can help if the example at least has some similarities to your problem. In chapter 8 where general theorems are derived, in the section on Castigliano's Theorem, roughly stated, is found that the stress field(the solution) arises so as to make the total stress energy a minimum-a variational principle! In the next section the Rayleigh-Ritz method is applied using this principle-the direct ancestor of the finite element method. Other than this F.E.M. is not used. In chapter 13 you'll find an excellent presentation of thermal stress which is sort of hard to ferret out of the literature. In chapter 14 you have a presentation of wave propagation in elastic solids. Unlike Landau and Lifschitz this text assumes minimal math preparation as found in undergraduate calculus for engineers if that much not what could be termed math maturity. Lot of hand holding here rather than elegance for mathematical physicists.
0 of 0 people found the following review helpful.
Recommend for Practicing Professionals
By Richard Phillips
As a professional engineer I found this book to be very informative. It does not have example problems, but in practice I use code based analysis. This book gave me a deeper understanding of where the code came from.
Personally I just wanted to know concepts to keep in mind while I am designing. This book is perfect for that. I am a more recent graduate, and had no problem following the math or concepts.
Timoshenko is a great author, I plan on buying his plates and shells book after I finish this one.
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