Mixed formulation
Dear All
Does anybody have this paper?.
On some variational principles in the theory of elasticity and the theory of plasticity
HC Hu - Scientia Sinica, 1955
Thank you
Sreekanth
Does anybody have this paper?.
On some variational principles in the theory of elasticity and the theory of plasticity
HC Hu - Scientia Sinica, 1955
Thank you
Sreekanth
http://portal.acm.org/citation.cfm?id=1467247.1467259
by Prof. David A. Patterson (Professor of Computer Science at U.C. Berkeley,Fellow and past president of ACM)
Viewpoint from a Berkeley professor after 32 years of mentoring Ph.D. students. Hope you enjoy as I do.
You may also find an earlier discussion thread in iMechanica interesting:
please help me how to create a model of e-glass epoxy composite material shaft in ansys and how to analyse it? and what is meant by classical lamination theory? and how to obtain the graph. and alson if u know genetic algorithm help me to write the algorithm.
The notes on finite deformation have been divided into two parts: special cases and general theory (node/538). In class I start with special cases, and then sketch the general theory. But the two parts can be read in any order.
Hi all,
I am a master student doing an analysis to estimate the burst strength of dented pipes, I have been able to model the indenter and pipe. I did a non-linear analysis to create the dent but my problem is how to remove the indenter and apply pressure to come about the burst. please how do I achieve this kind of analysis. I would be very grateful to contributors and examples that would help me solve the problem. The model is being done using ANSYS 11.0
My email is ijakay [at] yahoo.com.
This post is in response to the imechanica request
node/5034
(a separate post, as I have to attach notes - it would be really nice to be able to attach documents to imechanica comments)
Attached are hand-written notes I have used to implement the Network B for the Bergstrom-Boyce model. They were written for my use only, so if it seems stream-of-consciousness at times, don't blame me. The details should all be there, though.
hello everybody...
can anybody tell me about, "How to neglect stresses at constraint locations?".
thanks,
g_rakesh2.
i need a big help. . .im having problems . . .in my problem there is a stationary block at origin . . . a prisim is falling from some height . . . the problem is its workin fine . ..EXCEPT. . the prism is going through the block . . . i REALLY need help
Hello,
I am a Mechanical Engineer with a Masters from Indian Institute of Science Bangalore. I have been working in various fields of Mechanical Engineering: Product development of forging components and in software development of hyper-elastic finite element software development.
I am carrying out spring back analysis using LS-dyna and hyperform. The procedure as follows: forming is carried using LS-dyna and then the spring back is included in to the result file using hyperform and .k files are created using hyperform itself. While running the analysis, after certain number of iterations, the analysis aborts with message equilibrium can’t be achieved. I have included the both the input files (with and without spring back).
Please point out what could be the mistakes inthe input file and advice me for any additional inputs.