Barcelona Basic Model

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tehseena
Posts: 5
Joined: Thu Oct 31, 2019 8:35 am

Barcelona Basic Model

Postby tehseena » Thu Nov 28, 2019 6:39 am

Hello,

I am trying to obtain a stress-strain graph for a shallow footing using BBM, but there is no option for gradual application of load. Please help me with this.
Regards.
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code_bright
Posts: 81
Joined: Thu Dec 04, 2014 2:19 pm
Location: Universitat Politècnica de Catalunya, Barcelona
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Re: Barcelona Basic Model

Postby code_bright » Thu Nov 28, 2019 7:35 am

Hi!

You can use the "ramp loading" option or the prescribed displacement rate option for that purpose. Please check section II.2.3.1 in the User's Guide and the tutorial manual (e.g. joint shear test or tunnel excavation THM argillite).

Best wishes,

Alfonso
tehseena
Posts: 5
Joined: Thu Oct 31, 2019 8:35 am

Re: Barcelona Basic Model

Postby tehseena » Fri Nov 29, 2019 8:13 am

Hi,

Thank you so much for your response.
Actually i have no. of questions regarding this and i hope you won't mind answering them.
I am again and again getting this error of "Found EOF too early". Can you please explain this.

Thanking you.
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code_bright
Posts: 81
Joined: Thu Dec 04, 2014 2:19 pm
Location: Universitat Politècnica de Catalunya, Barcelona
Contact:

Re: Barcelona Basic Model

Postby code_bright » Fri Nov 29, 2019 4:16 pm

Hi,

That error happens when trying to open the results file. My guess is that you are trying to see the results but there are no results, either because you didn´t run the model or because you have some problems in your model and it didn't produce any results (the most usual problem is in initial or boundary conditions).

I suggest to take a look in Calculate --> View process info.

Also, you have in the Code_Bright website a lot of tutorials and documents. They may be helpful.

Best wishes,

Alfonso
tehseena
Posts: 5
Joined: Thu Oct 31, 2019 8:35 am

Re: Barcelona Basic Model

Postby tehseena » Mon Dec 02, 2019 11:32 am

Hi

I tried to solve it for different initial and boundary conditions but i am getting the same error repeatedly.
This is the problem of a "shallow footing" same as mentioned in tutorial. But instead of using mechanical model as "linear elastic", I used "BBM" along with hydraulic model with the same parameters as mentioned in the dam problem of tutorial.
I have attached the file here, if you please have a look over it.

Thanking You
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3.gid.rar
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