research
Modeling and Simulation of Moisture Diffusion in Hybrid Fiber-reinforced Polymer Composites
Hybrid fiber-reinforced polymer composites have
extensive applications due to their high strength, corrosion resistance,
low maintenance and design flexibility. However, moisture absorbed by
composite components plays a detrimental role in the integrity and
durability of hybrid structure since it can degrade the mechanical
properties and induce interfacial delamination failures. In the current
study, the moisture diffusion characteristics in two-phase
(unidirectional S-glass fiber reinforced epoxy matrix/unidirectional
graphite fiber reinforced epoxy matrix) hybrid composites using moisture
concentration-dependent diffusion method have been investigated. In the
moisture concentration-dependent diffusion method, the diffusion
Recent paper on defective nanotwinned boundaries in Cu
Case Studies in Structural Engineering
NEW JOURNAL WELCOMING SUBMISSIONS
To submit your paper, go to http://www.journals.elsevier.com/case-studies-in-structural-engineering/
Note from the Editor, Kourosh Kayvani:
Book Review in Journal of Applied Mechanics, April issue, 2014
A book review by Prof. Jan Achenbach (Northwestern University) is published in the Journal of Applied Mechanics, April, 2014. The book, The Theory of Materials Failure, was authored by Prof. Richard M. Christensen and published by Oxford University Press, 2013.
http://appliedmechanics.asmedigitalcollection.asme.org/article.aspx?articleid=1734822
Incompressibility limit
Dear All,
I want to calculate the limit of the fraction (J-1)/(1-2*nu) when material approach to incompressibility, where nu is the Poisson's ratio and J is the third invariant of the Cauchy-Green deformation tensor. In this case J->1 and nu->0.5, but I can't find any reference, how J depends on nu.
Intuitively, this limit has to be a finite value, as it is known that (J-1)^2/(1-2*nu) -> 0 (under the assumption that there is no hydrostatic pressure). Thanks in advance for any suggestions
About indentation simulation with Ansys
Hi,all
Recently,I met some problems about intendation simulation with Ansys.My simulation consider failure and large deflection.But the elements happen to distortion when the defelction became very large. So I have a confusion about how to handle the element distorted. Who have any idea about that?
My simulation is a quasi-static problem, How to use Ls-dyna to simulation this problem if the Ansys can't solve the element distortion efficient? Thanks a lot!
impact of steel structure body in water and stress calculation
i want to study the force acting on projectile while impact with water.
plz give me idea to proceede this problem in abaqus
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