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(API) Buckling combination

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Message 1 of 7
ziegler123
2210 Views, 6 Replies

(API) Buckling combination

Hello, 

 

Can Robot do a buckling analysis of a shell structure with several combinations BUT to only give the critical load with the augmentation of only one load from combination (example, a structure with self-weight and wind action, give critical load only on respect to the increase of the wind load)?

 

Thank you

6 REPLIES 6
Message 2 of 7
Rafal.Gaweda
in reply to: ziegler123


Can Robot do a buckling analysis of a shell structure with several combinations BUT to only give the critical load with the augmentation of only one load from combination (example, a structure with self-weight and wind action, give critical load only on respect to the increase of the wind load)?

 

Once I had such API macro.

I will try to find it.



Rafal Gaweda
Message 3 of 7
Rafal.Gaweda
in reply to: Rafal.Gaweda

Have fun!

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Rafal Gaweda
Message 4 of 7
Rafal.Gaweda
in reply to: Rafal.Gaweda

Update 1

Avoiding launching calculations several times - suitable for larger models.



Rafal Gaweda
Message 5 of 7
sunwaymas
in reply to: Rafal.Gaweda

Hi,

 

I have tried the Macro but it doesn't seem to work.

 

My intention was to keep one load case constant (say the selfweight) and determine the buckling factor for a live load case. The Macro seems to give the buckling factor for both. For example;

 

1.0 x Basic case + 1.0 x Case for increment  ----- say buckling factor of 15 (the Macro considers 15 time the Basic case + 15 times the Case for increment).

 

Thanks.

Message 6 of 7
Rafal.Gaweda
in reply to: sunwaymas

The purpopse of this macro is:

"....BUT to only give the critical load with the augmentation of only one load from combination"



Rafal Gaweda
Message 7 of 7
sunwaymas
in reply to: Rafal.Gaweda

Hi Rafal,

 

I thought the intention is to;

 

Can Robot do a buckling analysis of a shell structure with several combinations BUT to only give the critical load with the augmentation of only one load from combination (example, a structure with self-weight and wind action, give critical load only on respect to the increase of the wind load)?

 

Cheers.

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