Author:
Dörlich Vanessa,Linn Joachim,Scheffer Tobias,Diebels Stefan
Abstract
Abstract
Flexible, slender structures like cables, hoses or wires can be described by the geometrically exact Cosserat rod theory. Due to their complex multilayer structure, consisting of various materials, viscoplastic behavior has to be expected for cables under load. Classical experiments like uniaxial tension, torsion or three-point bending already show that the behavior of e.g. electric cables is viscoplastic. A suitable constitutive law for the observed load case is crucial for a realistic simulation of the deformation of a component. Consequently, this contribution aims at a viscoplastic constitutive law formulated in the terms of sectional quantities of Cosserat rods. Since the loading of cables in applications is in most cases not represented by these mostly uniaxial classical experiments, but rather multiaxial, new experiments for cables have to be designed. They have to illustrate viscoplastic effects, enable access to (viscoplastic) material parameters and account for coupling effects between different deformation modes. This work focuses on the design of such experiments.
Reference9 articles.
1. Numerical formulations for finite deformation problems of beams accounting for the effect of transverse shear in and pp;Simo;Computer Methods Applied Mechanics Engineering,1984
2. Macroindentation of a soft polymer : Identification of hyperelasticity and validation by uni / biaxial tensile tests of pp;Chen;Mechanics Materials,2013
3. der Experiments on Snap Buckling Hysteresis and Loop Formation in Twisted Rods No pp;Goss;Experimental Mechanics,2005
4. Elastoplastic and Viscoplastic Deformations in Solids and Structures In de Encyclopedia of Computational Ch;Armero;Mechanics,2004
5. Kirchhoff s Theory of Rods Archives for history of exact No pp;Dill;sciences,1992
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