I am working on pipeline crack detection simualtion using Ansys. since wave propagation is a transient analysis and I have never used Ansys for this kind of simulation. Help me out if you know any source where I can take it as a reference and start my simulation.
Thanks
hi all,
how the deflection of continuous beams are evaluated by using Rayleigh-Ritz method?
Do anybody know any things or have any experience about implementation of damage mechanics formulation for concrete in UMAT?
I hear if Length>10*Width and Length>17*thickness then we ca use vibration Euler beam instead of viration of plate.
When can we use theory of vibration of Euler beam instead of vibration plate?
Deadline for Abstract submission: November 3. See www.mrs.org/spring2009. A symposium entitled "Structure-Property Relationships in Biomineralized and Biomimetic Composites " will be organized at the MRS-spring meeting in San Francisco next year (April 13-17, 2009).
Hi all
I have done 3D modeling in Pro E. When i am trying to import it in ANSYS its taking alot of time. almost 1 hour has passed and modle is still not imported in ANSYS. I have converted my modle in IGES format.
Is there any way to import the modle easily from Pro E to ANSYS???
I'M USING ABAQUS IN MODELING A BEAM UNDER flexural, "BENDING". my problem is the concrete material model with tension stiffening. my problem is occured repeatedly for all element types.
Although, i imported the input files obtained from the ABAQUS ducomentaion for support; the same error obtained.. the programe message is
The plasticity/creep/connector friction algorithm did not converge at 10 points
