Andere Kunden interessierten sich auch für
![Nonlinear Mechanics of Thin-Walled Structures]( "Nonlinear Mechanics of Thin-Walled Structures")
Nonlinear Mechanics of Thin-Walled Structures74,99 €![Nonlinear Behaviour and Stability of Thin-Walled Shells]( "Nonlinear Behaviour and Stability of Thin-Walled Shells")
Nonlinear Behaviour and Stability of Thin-Walled Shells74,99 €![Contact Loading and Local Effects in Thin-walled Plated and Shell Structures]( "Contact Loading and Local Effects in Thin-walled Plated and Shell Structures")
Contact Loading and Local Effects in Thin-walled Plated and Shell Structures42,99 €![Thin-Walled Composite Beams]( "Thin-Walled Composite Beams")
Thin-Walled Composite Beams147,99 €![Finite element modelling of thin walled structures]( "Finite element modelling of thin walled structures")
Finite element modelling of thin walled structures45,99 €![Finite Element Formulations for Thin-walled Members]( "Finite Element Formulations for Thin-walled Members")
Finite Element Formulations for Thin-walled Members51,99 €![Development of Simplified Crash Computer Models for Thin-Walled Beams]( "Development of Simplified Crash Computer Models for Thin-Walled Beams")
Development of Simplified Crash Computer Models for Thin-Walled Beams44,99 €
This book presents a hybrid approach to the mechanics of thin bodies. Classical theories of rods, plates and shells with constrained shear are based on asymptotic splitting of the equations and boundary conditions of three-dimensional elasticity. The asymptotic solutions become accurate as the thickness decreases, and the three-dimensional fields of stresses and displacements can be determined. The analysis includes practically important effects of electromechanical coupling and material inhomogeneity. The extension to the geometrically nonlinear range uses the direct approach based on the principle of virtual work. Vibrations and buckling of pre-stressed structures are studied with the help of linearized incremental formulations, and direct tensor calculus rounds out the list of analytical techniques used throughout the book.
A novel theory of thin-walled rods of open profile is subsequently developed from the models of rods and shells, and traditionally applied equations are proven to be asymptotically exact. The influence of pre-stresses on the torsional stiffness is shown to be crucial for buckling analysis. Novel finite element schemes for classical rod and shell structures are presented with a comprehensive discussion regarding the theoretical basis, computational aspects and implementation details. Analytical conclusions and closed-form solutions of particular problems are validated against numerical results. The majority of the simulations were performed in the Wolfram Mathematica environment, and the compact source code is provided as a substantial and integral part of the book.
A novel theory of thin-walled rods of open profile is subsequently developed from the models of rods and shells, and traditionally applied equations are proven to be asymptotically exact. The influence of pre-stresses on the torsional stiffness is shown to be crucial for buckling analysis. Novel finite element schemes for classical rod and shell structures are presented with a comprehensive discussion regarding the theoretical basis, computational aspects and implementation details. Analytical conclusions and closed-form solutions of particular problems are validated against numerical results. The majority of the simulations were performed in the Wolfram Mathematica environment, and the compact source code is provided as a substantial and integral part of the book.