Skip to main content

Blog posts

An inverse-pole-figure method for analysis of polycrystalline ferroelectrics/ferroelastics

Submitted by Faxin Li on

 Recently, enlightened by the definition of inverse pole figure in Materials Science, I proposed an inverse-pole-figure (IPF) method for analysis of domain switching in polycrystalline ferroelectrics/ferroelastics.

GEM Princeton NJ Opportunity

Submitted by Jianxu Shi on

Dear all,

This is an immediate position for office in Princeton NJ; GC is preferred but not required.  Feel free to forward. Applicant please contact Dr. Jim Lua (jlua [at] gem-consultant.com) or me (jshi [at] gem-consultant.com).

 Best,

Jianxu (Jay) Shi

 

GEM Princeton NJ Opportunity -- Senior Research Engineer

Modeling masonry in ABAQUS

Submitted by dhruba on

I am quite new to ABAQUS and trying to model structural masonry.I am facing difficulties in defining material property and analysis procedure.I was wondering if anybody has worked on this particular area and provide me with some useful resources.

 Any Help in this regard will be highly appreciated

Thanks and Regards,

Dhruba

Modal analysis in ANSYS

Submitted by hijazi on

Hi all,

I am doing modal analysis of a box placed at the table. The box is containing the electronics components inside. The electronic components are fragile to vibrations. Now i have designed the box in Pro E and have imported it in ANSY. The box is connected with the table at four corner points from the base. Note that the base of box is not placed at the table rather box is connected to table at four corner points.

Mechanics of buckled carbon nanotubes on elastomeric substrates

Submitted by Jianliang Xiao on

We have studied the scaling of controlled nonlinear buckling processes in materials with dimensions in the molecular range (i.e., ~1 nm) through experimental and theoretical studies of buckling in individual single-wall carbon nanotubes on substrates of poly(dimethylsiloxane). The results show not only the ability to create and manipulate patterns of buckling at these molecular scales, but also, that analytical continuum mechanics theory can explain, quantitatively, all measurable aspects of this system.

efg method

Submitted by venkata_krishna on

Dear Prof. Dolbow

 In your 1D efg program, you have used u=d(1:nnodes). I think, you should calculate "u" by summing after multiplying with the shape functions and "d". Because in the figure 2 phi(x) is not equal to one at the node. Phi(x) satisfies the partition of unity.

Please clearify my doubt if I am wrong.

Best regards

krishna

venkatakrishnaraop [at] gmail.com (venkatakrishnaraop[at]gmail[dot]com)