University of Minnesota Multiple Positions in Civil Engineering
University of Minnesota Civil Engineering Faculty Search
University of Minnesota Civil Engineering Faculty Search
The Lurie Nanofabrication Facility (LNF) is the University of Michigan site of the National Nanotechnology Infrastructure Network (NNIN) and is hiring a new domain expert in computation and modeling.
RESPONSIBILITIES
Develop and coordinate computational modeling and simulation capabilities for users of the LNF. Focus on capabilities related to MEMS/NEMS, including micro and nano fluidics devices and structures.
As the title suggests, there are two focuses of this discussion theme: impact and cellular materials.
Impact protection can be very practical problems in safety, fires and explosions, oil and gas industry, subsea structures, car manufacturing, nuclear industry, rocket space engineering, etc.
Hi,
I am working on effects of Blast Loading in sandwich composites using Abaqus. I want to incorporate Cohesive behaviour at the interface of the two materials in the sandwich composite structure i am analysing.
Hi Everyone,
Is is possible to account the surface hardness effect in the tensile testing specimen? If possible, how could it be acomplished?
For instance, I would like to establish the stress strain curve for the material that used on surface hardened component. Will there be a big change if the surface hardness effect is considered on the tensile specimen?
Please throw some light in this regard.
Thanks
M Gopalakrishnan
i want metal cutting dynamic explicit tutorial please help me
Hi,
Is there anybody interesting with Cockcroft and Latham Model in machining modelling? In this model, how do you determine critical damage value?
Thanks
Kubilay
Hello everybody
does anyone have some bibliography to suggest in connection with Hashin-Shtrikman bounds for a random three-phase composite.
hi, i am using Abaqus standard to model a reinforced beam-column connection subjected to a tip load at the end of the beam.
i first applied a gravity load followed by a tip load at the end of the beam. halfway through the application of the tip load, abaqus standard
stop and give 2 errors.
1) overstraint at certain nodes of my longitudinal reinforcement
2) negative eigen values