Non-linear modeling and analysis of solids and structures / Steen Krenk.
By: Krenk, S [author.]
.
Material type: 
BookPublisher: Cambridge : Cambridge University Press, 2009Description: 1 online resource (x, 349 pages) : digital, PDF file(s).Content type: text Media type: computer Carrier type: online resourceISBN: 9780511812163 (ebook).Other title: Non-linear Modeling & Analysis of Solids & Structures.Subject(s): Structural analysis (Engineering) | Numerical analysis | Finite element method | Nonlinear theoriesAdditional physical formats: Print version: : No titleDDC classification: 624.17101518 Online resources: Click here to access online Summary: This book presents a theoretical treatment of nonlinear behaviour of solids and structures in such a way that it is suitable for numerical computation, typically using the Finite Element Method. Starting out from elementary concepts, the author systematically uses the principle of virtual work, initially illustrated by truss structures, to give a self-contained and rigorous account of the basic methods. The author illustrates the combination of translations and rotations by finite deformation beam theories in absolute and co-rotation format, and describes the deformation of a three-dimensional continuum in material form. A concise introduction to finite elasticity is followed by an extension to elasto-plastic materials via internal variables and the maximum dissipation principle. Finally, the author presents numerical techniques for solution of the nonlinear global equations and summarises recent results on momentum and energy conserving integration of time-dependent problems. Exercises, examples and algorithms are included throughout.
Title from publisher's bibliographic system (viewed on 05 Oct 2015).
This book presents a theoretical treatment of nonlinear behaviour of solids and structures in such a way that it is suitable for numerical computation, typically using the Finite Element Method. Starting out from elementary concepts, the author systematically uses the principle of virtual work, initially illustrated by truss structures, to give a self-contained and rigorous account of the basic methods. The author illustrates the combination of translations and rotations by finite deformation beam theories in absolute and co-rotation format, and describes the deformation of a three-dimensional continuum in material form. A concise introduction to finite elasticity is followed by an extension to elasto-plastic materials via internal variables and the maximum dissipation principle. Finally, the author presents numerical techniques for solution of the nonlinear global equations and summarises recent results on momentum and energy conserving integration of time-dependent problems. Exercises, examples and algorithms are included throughout.
There are no comments for this item.