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hi

i am working with abaqus program

i run a analysis with propagtion crack and then i have fil file ( *.fil )

i konw that detailed information are in the fil file. but i could not be opening and view this fil file. i dont know that how to open fil file ( *.fil )

please help me

how the method for open and view fil file ( *.fil ) ???

please help

thanks

LSEL,S,LOC,Y,0 $LSEL,R,LOC,X,0.1

DL,ALL,,UY

 LSEL,S,LOC,Y,0 $LSEL,R,LOC,X,0.9 DL,ALL,,UY

 the first commands are always overrided by the second sets. I want to apply constraints to both lines, but why the first never works?

 Also, I have same problem with area constraints,

Thanks a lot if you could help me solve this problem!

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Thanks for all the replies!  Already solved.

Hello to everyone

I want to model a reinforced concrete cylindrical shell with abaqus using concrete damaged plasticity model. I want to model meridional and circumferential rebars in cylindrical shell in abaqus cae. I want to know which rebar geometry (angular or constant) I should use for modeling of both meridional and cirunferential rebars.Can I plot crack pattern for reinforced concrete shell in abaqus?

please guide me

I am using ABAQUS Software for analysis of laminated composite plates (279X279X2.16) and (0/90)4s having 16 plies; trying to perform Buckling and Post buckling analysis using Static Rik’s algorithm.

Firstly, Eigen value analysis is performed in step one, and thus bulking load is predicated.Then Eigen values are incorporated in Static Rik’s Non-linear analysis for imperfection (1% of first Eigen mode,0.05% of second Eigen mode, 0.025% of third mode and 0.025% of forth mode)using edit keywords method.

if i use contact analysis between roughness surface and need to shift nodes position, how can i do that

regards

dear all,

i wanted some help regarding the dynamic modelling of IMPACT on plates by BLUNT and HEMISPHERICAL nosed prjectiles with procedures and simulations using ABAQUS.

thanking you all.

-sanjay

How to evaluate crack growth in ABAQUS