ZsoltS
Mechanical
- Apr 15, 2013
- 1
Hi all!
I'm trying to write output results to a file with this script:
/header,off,off,off,off,off,off
/page,5000,5000,5000
/post1
/output,presolout,txt
presol,s,prin
/out
My problem is that despite /hea, /page commands, generated presolout.txt file does contain all the unnecessary information such as title, subtitle etc. Although when I try to use prnsol instead of presol, the script works properly but I want to get the von Mises stresses at all the section nodes (beam188), which cannot be evaluated by typing prnsol. Probably, there's a solution to achieve this:
1 0.0000 0.0000 -75.786 75.786 75.786
3 0.0000 0.0000 -71.314 71.314 71.314
21 0.0000 0.0000 -69.809 69.809 69.809
19 0.0000 0.0000 -74.281 74.281 74.281
5 0.0000 0.0000 -31.063 31.063 31.063
.
.
.
instead of this:
PRINT S PRIN ELEMENT SOLUTION PER ELEMENT
STRESSES AT BEAM SECTION NODAL POINTS
ELEMENT = 1 SECTION ID = 1
ELEMENT NODE = 1
SEC NODE S1 S2 S3 SINT SEQV
1 0.0000 0.0000 -75.786 75.786 75.786
3 0.0000 0.0000 -71.314 71.314 71.314
21 0.0000 0.0000 -69.809 69.809 69.809
19 0.0000 0.0000 -74.281 74.281 74.281
.
.
.
Any help greatly appreciated, many thanks in advance!
Zsolt
I'm trying to write output results to a file with this script:
/header,off,off,off,off,off,off
/page,5000,5000,5000
/post1
/output,presolout,txt
presol,s,prin
/out
My problem is that despite /hea, /page commands, generated presolout.txt file does contain all the unnecessary information such as title, subtitle etc. Although when I try to use prnsol instead of presol, the script works properly but I want to get the von Mises stresses at all the section nodes (beam188), which cannot be evaluated by typing prnsol. Probably, there's a solution to achieve this:
1 0.0000 0.0000 -75.786 75.786 75.786
3 0.0000 0.0000 -71.314 71.314 71.314
21 0.0000 0.0000 -69.809 69.809 69.809
19 0.0000 0.0000 -74.281 74.281 74.281
5 0.0000 0.0000 -31.063 31.063 31.063
.
.
.
instead of this:
PRINT S PRIN ELEMENT SOLUTION PER ELEMENT
STRESSES AT BEAM SECTION NODAL POINTS
ELEMENT = 1 SECTION ID = 1
ELEMENT NODE = 1
SEC NODE S1 S2 S3 SINT SEQV
1 0.0000 0.0000 -75.786 75.786 75.786
3 0.0000 0.0000 -71.314 71.314 71.314
21 0.0000 0.0000 -69.809 69.809 69.809
19 0.0000 0.0000 -74.281 74.281 74.281
.
.
.
Any help greatly appreciated, many thanks in advance!
Zsolt