International Journal of Applied Mechanics (IJAM)
Good News, International Journal of Applied Mechanics IJAM has been indexed by SCI.
Good News, International Journal of Applied Mechanics IJAM has been indexed by SCI.
By: Payam Soltani, M. Keikhosravy & R. H. Oskouei & C. Soutis
http://www.springerlink.com/content/h831735260162p66/
Abstract:
Numerical simulations based on finite element modelling are increasingly being
developed to accurately evaluate the tensile properties of GLARE (GLAss fibre REinforced
aluminium laminates). In this study, nonlinear tensile behaviour of GLARE Fibre Metal
Journal of Nanomaterials
Annual Special Issue: Low Dimensional Carbon Nanomaterials 2012
Hello all,
I am doing my masters thesis on composites.Its material with cnt yarn embedded in steel.I modeled cnt yarn as solid and matrix as soilid and glued them together.the values of youngs modulus for yarn is lower than that of the matrix.I obtained some results on stresses bt the maximum stress is seen along the tip tranverse to the ysrn axis?I hope the stress should be around the yarn.
I am using ansys 13 for the analysis.Could you please help me in soving this problem???
Shrestha
French spoken
hello everyone..i am working on project of self healing study of Glass fiber reniforced polymer (GFRP) composite. i want to know how we can induce a micro crack in GFRP and is ther any technique except SEM to know the condition of crack.
Thank you
iMechanica is a fabulous resource; just wanted to say a brief thank you to all who put this together. Thank you!
Dear all,
Pls be informed that I am using abaqus explicit to model my
pipeline that
embedded in soil. In standard, Coord 1 means x co-ordinate,
coord 2 means Y
co-ordinnate and coord 3 means Z -co-ordinate. But I can not
undestand the
meaning of CoordMP(nblock,j) in explicit. I want vertical
co-ordinates of some
elements of my model but if I put CoordMP(k,2) it shows
always a constant value
for all elements which make no sense.
Can you
Hi
I want to print complete assembeled mass, stiffness matrices in ABAQUS. I was trying for this. I got some clue for this as follows:
*STEP
etc
etc.
*ELEMENT MATRIX OUTPUT, OUTPUT FILE=FILENAME.EXT, MASS=YES, STIFFNESS=YES, ELSET=ELSET_NAME
*END STEP