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Dynamic Analysis of Shell Element

Submitted by S. M. Ahmadinejad on

I have some problems with my matlab code in a 9 node shell
element each node has 5 DOFs. I found that stiffness matrix for each
element is symmetric, but after transformation to global coordinate
system, the transformed stiffness matrices and the resulted global
stiffness matrix of entire shell is nonsymmetric, where order of
transpose([k]) -[k] is approximately E-18.

Mass matrix also has
been antisymmetric after transformation and so I can't solve
characteristic equation to find eigenvalues needed for dynamic analysis.

Journal Club October 2010: Mechanical behaviour of highly packed particulate composites

Submitted by Henry Tan on

Materials such as sedimentary rocks, pharmaceutical tablets, plastic bonded explosives, biscuits, concretes, nacre, solid propellants, seashells and asphalts can be treated as particulate composites that consist of particles of high volume fraction, matrixes of thin layer and interfaces of high specific surface area. Mechanical behaviour of highly packed particulate composites is the theme of this issue of Journal Club forum.

modelling of reinforced concrete structural elements in ANSYS

Submitted by smithapp on

i want to model reinforced concrete beam and column in ansys software.i choose the same solid 70 both for steel and concrete. changed only the material properties. is it ok?

how can i model the stirrups?

if i am using the link33 for steel,how can i do it?

i am going to find the fire resistance of reinforced concrete beams and columns by including the factors required under performance based design and validating the results with real fire test values.

how we include the multilinear properties of concrete in the modelling?

Why penetrable model can be assumed in random?

Submitted by victorye on

There is a lot of homogenization theories based on penetrable model or some other name like 'overlapping', 'randomly imbedded model' to analyze random microstructure. In reality, the fibers or inclusions can not be penetrated into each other, so why they use this assumption anyway?

 

 

 Thanks for your opinion.

National Research Council has ranked the doctoral programs of universities in the States

Submitted by Yonggang Huang on

National Research Council ranks the doctoral programs of universities in the States every ten years.  The new ranking just came out.  Here are the results for mechanicsl engineering and civil engineering.

 

Mechanical Engineering:

-- survey based rank:
1. Stanford, Brown, CalTech
2. Northwestern

3. U. Michgan, Princeton

Dr.Vikram deshpande of Cambridge University set to take over as Professor, effective october 1 .

Submitted by karthic_newbee on

I feel honoured to share this news that, Dr. Vikram deshpande of cambridge University engineering department is appointed as Professor, effective October 1. He is quite a inspiration to people like me who work in solid mechanics.His contribution to this area is immense and i really feel happy for his acheivements and many more to come.

 

My heartiest congragulations to him

 

Regarding transverse material properties of woven composites!

Submitted by Sathiskumar on

Dear all,

  I need suggestions regarding the transverse/out of plane material properties like E3, G13, G23 for woven composites. While modeling(and simulation) the woven composite in LS-Dyna where a shear load is applied over the surface of the laminate to study the damping behaviour of the material, i need to give the material properties (especially G13 or G23 plays a major role)  which is not precisely available in the literature.