Leadership in exploration, development and production of hydrocarbons is
achieved in part due to long-standing commitments to R&D and a
strong technology portfolio. Watch the full video to find out more!
Advanced Simulation Technologies in the Upstream Oil & Gas Industry
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
Were you unable to attend the 2012 SIMULIA Community Conference (SCC)? Did you miss the Abaqus 6.12 release webinar to learn about the latest features and enhancements? If you answered "yes" to either of these questions, we have good news for you!
To view the videos, go to http://www.sciplayer.net
I gave a seminar at Xian Jiaotong University on 27 October 2009. I recently found the video of the seminar online. The seminar was in Chinese, but the slides were in English.
If the subject interests you, the following papers will lead you to the literature.
Dear Colleagues,
We are going to demonstrate the possibilities of IOSO Design Optimization Software. Very quick video shots. Just take a glance at it.
Optimization of 3D serpentine cooling passage in turbine blade. 42 design
variables in total.
Dear Colleagues,
a new 30 min IOSO video tutorial is available for you on-line: http://vimeo.com/13029874 Step by step Optimization task solution with the aides of DS SolidWorks (parametrizator), ANSYS Icem CFD (mesh processor), ANSYS CFX (CFD software) coupled with IOSO
The autovibrations of the bridge over Volga river in the city of Volgograd(Russia) were filmed (not by me) today on 05/21/2010. The amplitude reachedabout 1 m. The bridge opening was just six months ago...
Apparently, either the bridge frame drag was too high or torsional stiffness / damping too low.
