Andere Kunden interessierten sich auch für
![Mortar Finite Element Methods for Large Deformation Contact Mechanics]( "Mortar Finite Element Methods for Large Deformation Contact Mechanics")
Mortar Finite Element Methods for Large Deformation Contact Mechanics51,99 €![On the Use of Model Order Reduction Techniques for the Elastohydrodynamic Contact Problem]( "On the Use of Model Order Reduction Techniques for the Elastohydrodynamic Contact Problem")
On the Use of Model Order Reduction Techniques for the Elastohydrodynamic Contact Problem30,00 €![Theoretical foundation for large-scale computations for nonlinear material behavior]( "Theoretical foundation for large-scale computations for nonlinear material behavior")
Theoretical foundation for large-scale computations for nonlinear material behavior42,99 €![Computational Contact Mechanics]( "Computational Contact Mechanics")
Computational Contact Mechanics110,99 €![Bromide Printing and Enlarging A Practical Guide to the Making of Bromide Prints by Contact and Bromide Enlarging by Daylight and Artificial Light, With the Toning of Bromide Prints and Enlargements]( "Bromide Printing and Enlarging A Practical Guide to the Making of Bromide Prints by Contact and Bromide Enlarging by Daylight and Artificial Light, With the Toning of Bromide Prints and Enlargements")
Bromide Printing and Enlarging A Practical Guide to the Making of Bromide Prints by Contact and Bromide Enlarging by Daylight and Artificial Light, With the Toning of Bromide Prints and Enlargements17,90 €![Trends in Computational Contact Mechanics]( "Trends in Computational Contact Mechanics")
Trends in Computational Contact Mechanics110,99 €![Optimization of Large Structural Systems]( "Optimization of Large Structural Systems")
Optimization of Large Structural Systems42,99 €
The present thesis deals with large deformation contact problems of flexible bodies in the field of nonlinear elastodynamics. Special emphasis will be placed on a consistent spatial and temporal discretization. For the spatial discretization of the underlying bodies, the finite element method will be used. For the contact boundaries the collocation type node-to-surface method as well as the variationally consistent Mortar method will be applied.