Simulating concrete failure in ABAQUS
Hi all,
Hi all,
DEADLINE EXTENSION
Computational Biomechanics for Medicine V Workshop
http://school.mech.uwa.edu.au/CBM2010/,
will be held in Beijing on September 24, 2010,
in conjunction with MICCAI 2010 http://www.miccai2010.org/. Submission deadline: June 14 (extended till June 18)
API Tcl Hypermesh
Calc Area of component from selected elements, no need surfaces
http://www.hypergraph.com/yaf/Default.aspx?g=posts&t=101&AspxAutoDetectCookieSupport=1
Amit Acharya and Kaushik Dayal
(To appear in Quarterly of Applied Mathematics)
This paper presents a generalization of traditional continuum approaches to liquid crystals and
liquid crystal elastomers to allow for dynamically evolving line defect distributions. In analogy with
recent mesoscale models of dislocations, we introduce fields that represent defects in orientational
and positional order through the incompatibility of the director and deformation ‘gradient’ fields.
Hi
I have a problem with the simulation of Mohr Coulomb problem. I want to set the properties of a sand. I use the experimental data from papers and i try to find the bearing capacity for a footing on sand. I set density ρ, E modulus of elasticity , ν Poissoin's ratio and for the Mohr Coulomb model i set φ shear strength, ψ dilatancy , c cohesion (a very small value=0.00001 ) for strain 0 . Does it need anything else? Does it need for hardening parameters any diagram for cohesion -plastic strain for the Mohr Coulomb model?
Due in class, Thursday, 15 April 2010
These notes belong to a course on fracture mechanics
Following Griffith (1921), we distinguish two processes: deformation in the body and separation of the body. Up to this point, the process of deformation has been described by field theories of various kinds, such as
hi...
i need to convert ansys animated result into vlc format....
please help me.
thanking you
vinay
vinay.kumar233 [at] gmail.com
vinay_kumar233 [at] yahoo.com
Dear All,
There is an excellent tool called Mendeley that can be freely downloaded from (www.mendeley.com). It helps you in organizing the literature collection and in optimizing the literature review process.
Thanks and Regards,
Naga Sai Rohith
Hi everybody,
I am dealing with a beam with a hole containing a crack loaded at the mid-span. I am wondering if the stress intensity factors
(KI, KII) closed form solution have been expanded for this case or not? I would appreciate if anybody could hlep me about this
case.
Thank you,
Parisa