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Adaptation of the natural element method for crack growth simulations (2004)
Unger, Jörg F. ; Most, Thomas ; Bucher, Christian ; Könke, Carsten
Adaptation of the natural element method for crack growth simulations
Stochastic dynamic stability analysis for nonlinear structures (2002)
Most, Thomas ; Bucher, Christian
Stochastic dynamic stability analysis for nonlinear structures
Stochastic crack growth simulation in R/C structures by means of meshless methods (2005)
Most, Thomas ; Unger, Jörg F. ; Bucher, Christian
Stochastic crack growth simulation in R/C structures by means of meshless methods
Adaptive response surface approach using artificial neural networks and Moving Least Squares (2006)
Most, Thomas ; Bucher, Christian
Adaptive response surface approach using artificial neural networks and Moving Least Squares
AN IMPROVED COHESIVE CRACK MODEL FOR COMBINED CRACK OPENING AND SLIDING UNDER CYCLIC LOADING (2006)
Most, Thomas ; Eckardt, Stefan ; Schrader, Kai ; Deckner, T.
The modeling of crack propagation in plain and reinforced concrete structures is still a field for many researchers. If a macroscopic description of the cohesive cracking process of concrete is applied, generally the Fictitious Crack Model is utilized, where a force transmission over micro cracks is assumed. In the most applications of this concept the cohesive model represents the relation between the normal crack opening and the normal stress, which is mostly defined as an exponential softening function, independently from the shear stresses in tangential direction. The cohesive forces are then calculated only from the normal stresses. By Carol et al. 1997 an improved model was developed using a coupled relation between the normal and shear damage based on an elasto-plastic constitutive formulation. This model is based on a hyperbolic yield surface depending on the normal and the shear stresses and on the tensile and shear strength. This model also represents the effect of shear traction induced crack opening. Due to the elasto-plastic formulation, where the inelastic crack opening is represented by plastic strains, this model is limited for applications with monotonic loading. In order to enable the application for cases with un- and reloading the existing model is extended in this study using a combined plastic-damage formulation, which enables the modeling of crack opening and crack closure. Furthermore the corresponding algorithmic implementation using a return mapping approach is presented and the model is verified by means of several numerical examples. Finally an investigation concerning the identification of the model parameters by means of neural networks is presented. In this analysis an inverse approximation of the model parameters is performed by using a given set of points of the load displacement curves as input values and the model parameters as output terms. It will be shown, that the elasto-plastic model parameters could be identified well with this approach, but require a huge number of simulations.
A moving least squares weighting function for the element-free Galerkin method which almost fulfills essential boundary conditions (2005)
Most, Thomas ; Bucher, Christian
A moving least squares weighting function for the element-free Galerkin method which almost fulfills essential boundary conditions
An improved cohesive crack model for combined crack opening and sliding under cyclic loading (2006)
Most, Thomas ; Eckardt, Stefan ; Schrader, Kai ; Deckner, T.
An improved cohesive crack model for combined crack opening and sliding under cyclic loading
Stochastic modeling of cohesive crack propagation using meshless discretization techniques (2004)
Most, Thomas ; Unger, Jörg F. ; Bucher, Christian
Stochastic modeling of cohesive crack propagation using meshless discretization techniques
Stochastic modeling of cohesive crack evolution in concrete using meshless interpolation techniques (2004)
Most, Thomas ; Bucher, Christian
Stochastic modeling of cohesive crack evolution in concrete using meshless interpolation techniques
Numerical nonlinear analysis of kinematically excited shells (2003)
Kirichuk, A. ; Most, Thomas ; Bucher, Christian
Numerical nonlinear analysis of kinematically excited shells
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