Bending moment, normal stress, shear stress
- Filippo Monari
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13 years 7 months ago #4496
by Filippo Monari
Bending moment, normal stress, shear stress was created by Filippo Monari
Hi, I'm new to CAElinux, but i think to love it .
I'm an architect/engineer, and it would be very useful for me to visualize the bending moment, the shear and normal stress.
Is there any way to do that?
Thanks
I'm an architect/engineer, and it would be very useful for me to visualize the bending moment, the shear and normal stress.
Is there any way to do that?
Thanks
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- Filippo Monari
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13 years 7 months ago #4498
by Filippo Monari
Replied by Filippo Monari on topic Re:Bending moment, normal stress, shear stress
anyone?
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- JMB
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13 years 7 months ago #4499
by JMB
Replied by JMB on topic Re:Bending moment, normal stress, shear stress
Filippo Monari wrote:
Hello,
The answer is probably yes, but some details of what, how (type of element) you are modeling would help in giving a more detailed answer
Regards,
JMB
anyone?
Hello,
The answer is probably yes, but some details of what, how (type of element) you are modeling would help in giving a more detailed answer
Regards,
JMB
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- Filippo Monari
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13 years 7 months ago #4501
by Filippo Monari
Replied by Filippo Monari on topic Re:Bending moment, normal stress, shear stress
for example, if i have a concrete frame,is possible visualize the bending moment, shear an normal stress for the beam and the pillars?
Thank you
Thank you
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- johannes ackva
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13 years 7 months ago #4502
by johannes ackva
Replied by johannes ackva on topic Re:Bending moment, normal stress, shear stress
hello Filippo
about concrete: I have put an example of concrete with reinforcement (rebars) at
www.code-aster.org/forum2/viewtopic.php?id=14175
modeled with Drucker-Prager-Material and calculated nonlinear.
about stresses and so on: it is not included in that example. It must be done in a specific way for the element types which are used (MODELISATION='3D' and MODELISATION='BARRE' in the case of the example). You should study the docs U31401, U48101 (CALC_ELEM), U48102 (CALC_NO).
For a linear static analysis You must use the commands:
MECA_STATIQUE(....
CALC_ELEM( ..OPTION='SIGM_ELNO_DEPL'..)
CALC_NO (..OPTION='SIGM_NOEU_DEPL'..) -> stress at nodes
There is an introduction course for Salome + Code-Aster, see
www.code-aster.org/forum2/viewtopic.php?id=14150
where the basics are treated very thoroughly.
Regards
Johannes Ackva
______________________________________________________________________
Ingenieurbüro für Mechanik
Dr.-Ing. Johannes Ackva
Markgrafenstr. 21
D 91717 Wassertrüdingen
www.code-aster.de
about concrete: I have put an example of concrete with reinforcement (rebars) at
www.code-aster.org/forum2/viewtopic.php?id=14175
modeled with Drucker-Prager-Material and calculated nonlinear.
about stresses and so on: it is not included in that example. It must be done in a specific way for the element types which are used (MODELISATION='3D' and MODELISATION='BARRE' in the case of the example). You should study the docs U31401, U48101 (CALC_ELEM), U48102 (CALC_NO).
For a linear static analysis You must use the commands:
MECA_STATIQUE(....
CALC_ELEM( ..OPTION='SIGM_ELNO_DEPL'..)
CALC_NO (..OPTION='SIGM_NOEU_DEPL'..) -> stress at nodes
There is an introduction course for Salome + Code-Aster, see
www.code-aster.org/forum2/viewtopic.php?id=14150
where the basics are treated very thoroughly.
Regards
Johannes Ackva
______________________________________________________________________
Ingenieurbüro für Mechanik
Dr.-Ing. Johannes Ackva
Markgrafenstr. 21
D 91717 Wassertrüdingen
www.code-aster.de
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- Filippo Monari
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13 years 7 months ago #4503
by Filippo Monari
Replied by Filippo Monari on topic Re:Bending moment, normal stress, shear stress
Thank you a lot i going to study these docs
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