ansys
hello
howcan a modelin tsai failure in ansys for a frp tube fill with concrate
please help me
hello
howcan a modelin tsai failure in ansys for a frp tube fill with concrate
please help me
Dear colleague,
The fifth issue in 2012 (Volume 25, Issue 5) of Acta Mechanica Solida Sinica (AMSS) is now online.
Welcome to this SCI-indexed journal <http://ees.elsevier.com/camss/> for rapid publication of your exciting results.
_______________________________________________________________________________
Hi everybody,
I am a beginner in doing research :-) and my topic is about "Micro Indentation Analysis using Continuum Dislocation Theory". I am applying high-order finite element method for this nonlinear problem.
Dear all,
Please find enclosed our paper which is published on Journal of Multiscale Modelling
Vol. 3, No. 4 (2011) 1–42 which gives an overview of state of the art multiscale techniques for material modeling.
The paper discusses the following topics: homogenization, Representative volume element, computational homogenization (Fe2 methods) for both both bulk materials and strong discontinuities.
I hope the paper is useful for beginners to the field.
All the bests,
hello
i simulted impact on ceramic plate but after the impact the element of
ceramic didnot erod. i use element deletation=yes, any body know what
should i do?
thanks
Enrique Romero (Universitat Politècnica de Catalunya - BarcelonaTech, Spain) and Jean-Michel Pereira (Ecole des Ponts ParisTech, France) are organizing a mini-symposium on "Coupled
processes in geomechanics. Bridging theory and experiments"
(MS16) at the 5th Biot Conference on Poromechanics to be held in
Vienna, Austria, July 10-12, 2013.
Read the new themed issue for Géotechnique Letters: "Geomechanics across the scales"
Dear Sir/madam
I am doing my master thesis using abaqus in area of structural dynamics. I am in need of help regarded with how to apply internal pressure, torsional loading , shear loading in buckling of cylindrical shell structural analysis. Please help me in this regard
With warm regards
Neelesh Ashok
Dear experts,
I was just wondering to what extent rock compaction was an elastic process. My guess is that there is a limit strain above which decompaction can't occur (for example if grain crush and cement in denser type of material). But in reality how much is that compaction elastic for real rocks ?
We are looking for candidates for
the Junior Postdoctoral Fellowship Juan de la Cierva. Details of the fellowship
appear at Ministerio de Economia y
Competitividad (MINECO) website.