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Missed the SIMULIA XFEM eSeminar?

Submitted by SIMULIA on
ABAQUS
xfem
Video
SIMULIA

No worries! Check out the recording and learn how Abaqus FEA provides proven robust capabilities for modeling bulk fracture and crack propagation in many materials. One of the newest techniques available in Abaqus is the eXtended Finite Element Method (XFEM) whose advantages over alternative approaches include mesh independent crack definition, improved convergence rates for stationary cracks, simplified mesh refinement studies and more!



Find the video here:

http://bit.ly/xfemvideo

The reality of English living rooms – A comparison of internal temperatures against common model assumptions

Submitted by Laure Ballu on
research
BREDEM;Building stock models;Heating demand temperature; Heating duration; Internal temperature; Variability

Highlights of this open access article published in Energy and Buildings:

Scholarship Boost for UK’s new Structural Integrity Research Centre

Submitted by markhoward on
structural integrity
MSc
full scholarship
Brunel University
national structural integrity research centre

TWENTY
full scholarships are available on the 2014 Structural Integrity MSc programme developed
by Brunel University in collaboration with TWI as part of the work of the new National
Structural Integrity Research Centre, (NSIRC).

New Open Access journal: Case Studies in Engineering Failure Analysis

Submitted by TanjaLeijs on
industry
failure analysis
Engineering Failure
component failure

Read over 40 open access articles from Case Studies in Engineering Failure Analysis

Case Studies in Engineering Failure Analysis provides a forum for the rapid publication of short, structured Case Studies in Engineering Failure Analysis and related Short Communications, and will provide an essential compendium of case studies for practitioners in the field of engineering failure analysis and others who are interested in the ways in which components fail.

Read the 40+ articles that are live already!

'Innovative solutions please, as long as they have been proved elsewhere: the case of a polished lime-pozzolan concrete floor'

Submitted by Laure Ballu on
research
innovation; implementation; polished lime-pozzolan concrete; case-study; univerity of Bath; Ramboll

Highlights of this open access article published in Case Studies in Construction Materials:

Buckling analysis of a imperfection sensitive cylinderical shell under compression

Submitted by mani6555 on
education

I have carried out eigen buckling analysis of cylindrical shell under axial compression under unit load  using abaqus in model-1 and in model -2 i carried out riks analysis gave imperfection 0.2mm fotr shell thickness 2mm radius 0.25m,h=0.5 m after the 100 increment the the shell is subjected to load which is obtained from first buckling load in first mode  here how to get the collapse load

write a command in ansys static structural

Submitted by maralll on

Hi every body,

I wonder if it is possible to write a *Do Loop in the static structural command snipper. I have to change a parameter in some substep of my solution, so I need *Do command. However, I am not sure if it is feasible to write a command in structural domain in order to change some parameters during solution.

I would be really appreciated if some one can help me with that.

Best Regards

Maral

  

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