[Geoqus] On Transient Soil Step

[Manooch Salehabadi]

Dear Bassam:
 
if you want to know that material failured or not have a look at PEEQ or ACYIELD field out put , running times depends on how big your model is ? some times yes i will take days to complete if every thing be OK.
I suggest you be little bit details about your model i mean for example homw many elements or nodes it has got ? or is it 2D or 3D ? which kind of element you have used , CPE4RP , CPE8RP and so on then people can answer you question easly.
 
regards
manooch 

________________________________

From: geoqus-bounces+manooch.salehabadi=pet.hw.ac.uk at lists.ruhr-uni-bochum.de on behalf of bsaad at po-box.mcgill.ca
Sent: Fri 6/29/2007 10:55 PM
To: Geoqus at lists.ruhr-uni-bochum.de
Subject: [Geoqus] On Transient Soil Step



Hello
As you can see below, the time increment in my NLG plastic
Consolidation analysis (Transient Soil Step) drops dramatically and
suddenly by almost 5 orders. Is that material failure? . What  can i
doif my analysis time span is in the order of 1E+08,  while the time
increment after that moments seems to continue with order of 1.
This means that I need several days to complete a single analysis, if
the job doesnot abort. Please advise

3    7.94706e+07    1.94706e+07    4696.5
8    7.9471e+07     1.9471e+07     440.297
7    7.94711e+07    1.94711e+07    110.074
3    7.94711e+07    1.94711e+07    27.5186
4    7.94712e+07    1.94712e+07    27.5186
1    7.94712e+07    1.94712e+07    0.644967
1    7.94712e+07    1.94712e+07    1.28993
3    7.94712e+07    1.94712e+07    2.57987
2    7.94712e+07    1.94712e+07    0.96745

Thank you
Bassam
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