Hallo,
i have the following problem, when i refine the mesh of Mode I fracture with XFEM, the Force Displacement curve seems not to converge.
Mesh Size:
15*15
25*25
51*51
75*75
the reaction force is going to be smaller and smaller...
can somebody help me? thank u very much!!
Hi dear all
i want to ask you help me for downloading some papers and sending me by Email.the URL of this papers are written below.I will appricite your help.
thanks alot
REGARDS
Recently accepted for publication in Soft Matter:
(http://pubs.rsc.org/en/Content/ArticleLanding/2013/SM/C2SM27375F)
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Hi
im 3rd year student in mechanical engineering in semnan university of iran.
overall it is my resmue:
GPA 3 (IRAN system : 14.9/20)
ielts ,gre in progress
fluent in solidworks,visual nastran 4D,COSMOS MOTION
good in matlab(numerical computational),ansys,ansys workbench
2 paper in vibration field (exact : transmisibilty ,modal parameters) collaborating with one of our teachers and continue on other papers
1st in 7th pasta bridge National Championship -2012iran-
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Hi,
For any structure (beam/slab/column etc) subjected to a same (fix) load, If I am using different grades of concrete (M10, M30, M60, M80 etc), what will be effect on reinforcement? Will it remains same or change? Is there any thumb rule for same?
Whether percentage of reinforcement will remain same or change with change in grade of concrete?
Thankyou,
Amit
