TY - CHAP
A1 - Zabel, Volkmar
A1 - Bucher, Christian
T1 - Experiment und Analyse - erweiterte Konzepte für Nachweis und Bemessung - Schwingungsmessungen
N2 - Experiment und Analyse - erweiterte Konzepte für Nachweis und Bemessung - Schwingungsmessungen
KW - Angewandte Mathematik
KW - Strukturmechanik
Y1 - 2003
ER -
TY - CHAP
A1 - Bucher, Christian
T1 - Structural Reliability and Stochastic Finite Elements
N2 - Structural Reliability and Stochastic Finite Elements
KW - Angewandte Mathematik
KW - Strukturmechanik
Y1 - 2003
ER -
TY - CHAP
A1 - Roos, Dirk
A1 - Bucher, Christian
T1 - Adaptive Response Surfaces for Structural Reliability of Nonlinear Finite Element Structures
N2 - Adaptive Response Surfaces for Structural Reliability of Nonlinear Finite Element Structures
KW - Angewandte Mathematik
KW - Strukturmechanik
Y1 - 2003
ER -
TY - CHAP
A1 - Most, Thomas
A1 - Bucher, Christian
T1 - Moving Least Squares-elements for stochastic crack propagation simulations coupled with stochastic finite elements
N2 - Moving Least Squares-elements for stochastic crack propagation simulations coupled with stochastic finite elements
KW - Angewandte Mathematik
KW - Strukturmechanik
Y1 - 2003
ER -
TY - JOUR
A1 - Kirichuk, A.
A1 - Most, Thomas
A1 - Bucher, Christian
T1 - Numerical nonlinear analysis of kinematically excited shells
JF - International Journal for Computational Civil and Structural Engineering
N2 - Numerical nonlinear analysis of kinematically excited shells
KW - Angewandte Mathematik
KW - Strukturmechanik
Y1 - 2003
SP - 61
EP - 74
ER -
TY - CHAP
A1 - Most, Thomas
A1 - Bucher, Christian
T1 - Application of the "Fictitious Crack Model" to meshless crack growth simulations
N2 - Application of the "Fictitious Crack Model" to meshless crack growth simulations
KW - Angewandte Mathematik
KW - Strukturmechanik
Y1 - 2003
ER -
TY - CHAP
A1 - Most, Thomas
A1 - Bucher, Christian
T1 - Application of the "fictious crack model" to meshless crack growth simulations
N2 - In this paper a meshless component is presented, which internally uses the common meshless interpolation technique >Moving Least Squares<. In contrast to usual meshless integration schemes like the cell quadrature and the nodal integration in this study integration zones with triangular geometry spanned by three nodes are used for 2D analysis. The boundary of the structure is defined by boundary nodes, which are similar to finite element nodes. By using the neighborhood relations of the integration zones an efficient search algorithm to detected the nodes in the influence of the integration points was developed. The components are directly coupled with finite elements by using a penalty method. An widely accepted model to describe the fracture behavior of concrete is the >Fictitious Crack Model< which is applied in this study, which differentiates between micro cracks and macro cracks, with and without force transmission over the crack surface, respectively. In this study the crack surface is discretized by node pairs in form of a polygon, which is part of the boundary. To apply the >Fictitious Crack Model< finite interface elements are included between the crack surface nodes. The determination of the maximum principal strain at the crack tip is done by introducing an influence area around the singularity. On a practical example it is shown that the included elements improve the model by the transmission of the surface forces during monotonic loading and by the representation of the contact forces of closed cracks during reverse loading.
KW - Bruchmechanik
KW - Rissbildung
KW - Modellierung
Y1 - 2003
U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:gbv:wim2-20111215-3359
ER -