Structural Engineer / FE Analyst
TitanX is strengthening its numerical simulation capabilities. As part of this process, we are looking for two additional FE Analysts.
TitanX is strengthening its numerical simulation capabilities. As part of this process, we are looking for two additional FE Analysts.
Read the full story at http://www.journals.elsevier.com/journal-of-fluids-and-structures/journal-news/journal-of-fluids-and-structures-the-first-25-years/
The Journal of Fluids and Structures publishes original full-length papers, review articles and brief communications on any aspect of fluid–structure interaction and on the dynamics of systems related to such interactions: analytical, experimental, or computational.
Can a single-degree-of-freedom elastic structure have two buckling loads?
We provide a positive answer to this question, see http://www.ing.unitn.it/~bigoni/multiple_bifurcations.html
Can a single-degree-of-freedom elastic structure have two buckling loads?
We provide a positive answer to this question, see http://www.ing.unitn.it/~bigoni/multiple_bifurcations.html
Read Prof Alistair Borthwick's (University College Cork, Ireland) March 2012 editorial for ICE journal Engineering and Computational Mechanics for free here. Link http://www.icevirtuallibrary.com/content/article/10.1680/eacm.2012.165.1.1
Dear Colleagues,
I would be glad to present symbolic-numeric CAE system for frame structures analysis.
It will be available soon as Preview version for enthusiasts
The main features are:
Location: Ecole Normale Supérieure de Cachan, LMT Cachan, South of Paris, France
Duration: 18 month
Starting date: Between March 2011 and September 2011
Scholarship: €2000/month
Contacts:
We all know Euler buckling of a beam under axial thrust, but can buckling occur in an elastic structure in which all elements are subject to tensile dead loading?
We provide a positive answer to this question, see http://www.youtube.com/user/RoyalSociety#p/u/0/EKngs1vvcJU
We all know Euler buckling of a beam under axial thrust, but can buckling occur in an elastic structure in which all elements are subject to tensile dead loading?
We provide a positive answer to this question, see http://www.youtube.com/user/RoyalSociety#p/u/0/EKngs1vvcJU
Dominique Chapelle and Klaus-Jürgen Bathe