Minisimposium
Monday, 11 June 2018 11:00 - 13:00 Modeling and discretization approaches for slender continua and their interaction I Minisymposium organized by Christoph Meier, Damien Durville, Olivier Brüls, Johannes Gerstmayr and Joachim Linn |
MS125A Room: Gala 2 Chair: Joachim Linn |
Geometrically exact finite element formulations for highly slender beams and their interaction: Kirchhoff-Love theory vs. Simo-Reissner theory
Revision of beam modeling with large rotations
A multibody dynamics approach for the transient simulation of ropeway systems
Strain invariance in geometrically exact 3D beams: relationship between approaches on two different configuration manifolds
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Monday, 11 June 2018 16:30 - 18:30 Modeling and discretization approaches for slender continua and their interaction II Minisymposium organized by Christoph Meier, Damien Durville, Olivier Brüls, Johannes Gerstmayr and Joachim Linn |
MS125B Room: Gala 2 Chair: Christoph Meier |
Numerical formulation of three-dimensional beams based on spatial interpolation of velocities and angular velocities
The logarithmic finite element method
Finite element formulations for molecular interactions of flexible fibers
Modeling of inelastic bending of cables using constitutive laws for cosserat rods
Nonsmooth-alpha time integration for frictional contact problems
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Tuesday, 12 June 2018 11:00 - 13:00 Modeling and discretization approaches for slender continua and their interaction III Minisymposium organized by Christoph Meier, Damien Durville, Olivier Brüls, Johannes Gerstmayr and Joachim Linn |
MS125C Room: Gala 2 Chair: Johannes Gerstmayr |
Comprehensive kinematics and kinetics of Cosserat beams and their application for developing measurement model for strain gauges
Caustics frequencies and collision rates of long flexible fibers for different stokes numbers in two-dimensional flow fields
A modeling approach for fibre yarns and its application in air spring FE analyses
Configuration analysis of flexible riser enhanced with buoyancy modules
Kinematical enrichment to high order: transversal compression of beams
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