*This issue of the Journal Club has been prepared as a group by Ankush Aggarwal, Mo Bai, Mainak Sarkar, and Jee E Rim, and with comments and suggestions from Bill Klug .
1. I am writing a UMAT for 3-D analysis of a Single crystal. When I run the UMAT I get a message saying: aborted with system error code 144.
2. I serached for this error code online and it stands for: The directory is not a subdirectory of the root directory. (Windows error codes)
I am using Intel Fortran 10.1 with Abaqus 6.7-1
Check out the talk by Dr. Arden L. Bement, Jr., Director , National Science Foundation
on TAM
at http://www.nsf.gov/news/speeches/bement/09/alb090424_tamsymp.jsp?govDel=USNSF_51
For the proceedings of the 2008 SBE&S workshop go to
I guess it is about time some one from the Cornell Fracture Group got on this site to try help answer questions related to the CFG software or other fracture mechanics related questions. We do try to answer questions sent to us via email, but sometimes a forum like this would be best and we do appreciate other users input, feedback, and answers.
hi...i am doing drilling simulation on abaqus....
it consist of two parts...a tool and a blank....
now when i am running analysis...tool touches the blank and goes back.
i checked material data...density,elasticity...and i used surface to surface interaction with penalty as interaction property.... is there any other data that i need to include....???if yes then how....
can any one tell me ...
Congratulations to Tom Hughes for the election to the US National Academy of Sciences. See the full list of the new members.
Hello,In order to nurture you in an effective manner regarding the Newton-Raphson method I recommend you to consult the excellent treatise of I. M. Smith et al. entitled "Numerical Methods for Engineers ", ISBN-13: 9781584884019.Furthermore this method is elegantly elaborated in Finite Element Formulation in the outstanding book of I. M. Smith indicated as "Programming the Finite Element Method ", ISBN-13: 9780470849705.In addition the geometrical nonlinear formulation is transparantly and completely detailed in the famous book of W. F. Chen et al.
Hi,
Im really quite new to using abaqus and I am having trouble with my modelling. Esentially it is quite an easy problem but my knowledge of the programme is limitted. Basically all I want to model is an impact load on a wall but im not sure about the analysis steps. Initially i have been using a static step with a concentrated load but I dont know how to model the dynamic response the wall should experience after the load has been applied.
If anyone can help with this I would appreciate it a lot.
