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Fracture and contact mechanics for interface problems: a special issue of EFM

Submitted by marco.paggi on

A Special Issue of Engineering Fracture Mechanics

on

"Fracture and contact mechanics for interface problems", edited by Marco Paggi, Alberto Carpinteri and Peter Wriggers has just been published:

http://www.sciencedirect.com/science/journal/00137944/80

The selected articles were presented in a Minisymposium of the IV European Conference on Computational Mechanics, Paris, France, 2010.

 

Giant, voltage-actuated deformation of a dielectric elastomer under dead load

Submitted by Jiangshui Huang on

Far greater voltage-actuated deformation is achievable for a dielectric elastomer under equal-biaxial dead load than under rigid constraint usually employed. Areal strains of 488% are demonstrated. The dead load suppresses electric breakdown, enabling the elastomer to survive the snap-through electromechanical instability. The breakdown voltage is found to increase with the voltage ramp rate. A nonlinear model for viscoelastic dielectric elastomers is developed and shown to be consistent with the experimental observations. 

Published Online:

Experimental study on the dielectric properties of polyacrylate dielectric elastomer

Submitted by Bo Li on

The dielectric constant of elastomeric dielectric material is an
essential physical parameter, whose value may affect the
electromechanical deformation of a dielectric elastomer actuator. Since
the dielectric constant is influenced by several external factors as
reported before, and no certain value has been confirmed to our
knowledge, in the present paper, on the basis of systematical comparison
of recent past literature, we conducted extensive works on the
measurement of dielectric properties of VHB films, involving five
influencing factors: prestretch (both equal and unequal biaxial),
electrical frequency, electrode material, stress relaxation time and
temperature. Experimental results directly show that the dielectric

geometric imperfection of a localized buckling behavior of unstiffened thin plate

Submitted by ouadie on

i'need to  initial geometric imperfection of a localized buckling behavior of unstiffened thin plate will be analyzed. Code Abaqus finite element analysis can be used for this purpose. Since a default is not always in isolation, the interaction between several localized defects will be considered. A parametric study will be conducted on the effect due to the interaction by using an experimental and numerical analysis of variance.

thank you.

Copying elements in ANSYS(Structural)

Submitted by mahinryan on
Choose a channel featured in the header of iMechanica

I'm Modelling a Beam Column Joint in ANSYS.

THe Concrete Element has been Modelled using SOLID 45 element & Steel Rebar using LINK 8 Element

The Volume has been meshed suitably

The rebar (LINK 8) is created in between the nodes, created as a result of meshing Volume.

I would like to know the procedure for copying the same elements (LINK8) at suitable intervals so as to get the desired arrangement of longitudinal reinforcement as in the real beam / column.

Crack propagation in ductile materials under monotonic loading

Submitted by m_motaleb on

Hello everyone;

 I am Msc student and work on simulation of repairing the cracked steel girders using CFRP in abaqus.

I induce a geometrical crack in steel beam model and exepct it propagate in failure strain path, after increasing the load

I  have a question about crack propagation of steel girder under monotonic loading, what criterion of fracture is suitable for this case?