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Mechanics of Structures Variational and Computational Methods, 2nd Edition
 
 
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Mechanics of Structures Variational and Computational Methods, 2nd Edition [Hardcover]

Walter Wunderlich (Author), Walter D. Pilkey (Author)

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Book Description

0849307007 978-0849307003 December 18, 2002 2nd
Resoundingly popular in its first edition, the second edition of Mechanics of Structures: Variational and Computational Methods promises to be even more so, with broader coverage, expanded discussions, and a streamlined presentation.

The authors begin by describing the behavior of deformable solids through the differential equations for the strength of materials and the theory of elasticity. They next introduce variational principles, including mixed or generalized principles, and derive integral forms of the governing equations. Discussions then move to computational methods, including the finite element method, and these are developed to solve the differential and integral equations.

New in the second edition:

  • A one-dimensional introduction to the finite element method, complete with illustrations of numerical mesh refinement
  • Expansion of the use of Galerkin's method.
  • Discussion of recent developments in the theory of bending and torsion of thin-walled beams.
  • An appendix summarizing the fundamental equations in differential and variational form
  • Completely new treatment of stability, including detailed examples
  • Discussion of the principal values of geometric properties and stresses
  • Additional exercises

    As a textbook or as a reference, Mechanics of Structures builds a unified, variational foundation for structure mechanics, which in turn forms the basis for the computational solid mechanics so essential to modern engineering.

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    Inside This Book (learn more)
    First Sentence:
    The fundamental equations for describing the behavior of a solid can be classified into the three categories: The conditions of equilibrium The material law The conditions of geometric fit (strain-displacement relations). Read the first page
    Key Phrases - Statistically Improbable Phrases (SIPs): (learn more)
    trial deflection, trial function methods, complementary virtual work, virtual work relationship, scaled mode shapes, element loading vector, unit load method, global stiffness equations, shear deformation coefficients, engineering beam theory, shear deformation effects, stationary complementary energy, modal superposition method, system stiffness matrix, transfer matrix form, complementary strain energy, generalized variational principles, boundary element formulation, stiffness matrix form, consistent mass matrices, static boundary conditions, stationary potential energy, kinematical equations, linearly varying load, lumped mass matrix
    Key Phrases - Capitalized Phrases (CAPs): (learn more)
    Mechanics of Structures, New York, Substitute Eqs, Partial Answer, Beams Including Axial Extension, Cambridge University, Johann Bernoulli, United States, World War, Plate Rectilinear Coordinates, Academic Press, Ecole Polytechnique, Englewood Cliffs, Use the Ritz, Brown University, Earthquake Eng, Krieger Publishers, Linearly Varying Loading Return, New Jersey, Technische Hochschule
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