Strees Analysis of Flowlines

[indr46]

dear mr. galant1960,
would you send me these file as well, i'm an university student who need more to know and learn about piping.
my email : machine006@gmail.com

[Patho]

Please send me this file too my e-mail tosin.isreal@ymail.com

[Adarsh Gupta]

give me your email I will send you files for aboveground pieline ( depth pipeline is zero B31.4) and another for underground pipeline B31.8.

it's like piping , but the bends are different , you have a lot of angles different 90 and 45 degres like in piping...for the bends you must have a spec for the cold bending...and run caesar ...
with B31.4 don't need W+P+T for stress , but in B31.8 it must calculate because you have the soil weight on the pipe..
regards

Hi,

Currently,I am doing a project for surface laid oil flowlines & water injection flowlines. So the depth of pipeline is zero and the governing code is B 31.4.But I am not able to work out the methodology for input in caesar since the pipeline is in contact with soil bed throughout the pipeline length(no of supports & friction factor for realistic simulation of the system). So Please guide me regarding this and send me the simulation files for my reference at my below mentioned mail-id:

guptaadarsh84@gmail.com

Thanks,
Adarsh

[maizo]

Could you please send the document.
Email: aladin.mza@gmail.com
Thank you

[kar5thik]

mr. galant and other dear friends.... i am pipeline engineer need such tutorials please send to this email id karthikcrzy@gmail.com

[er_scec]

give me your email I will send you files for aboveground pieline ( depth pipeline is zero B31.4) and another for underground pipeline B31.8.

it's like piping , but the bends are different , you have a lot of angles different 90 and 45 degres like in piping...for the bends you must have a spec for the cold bending...and run caesar ...
with B31.4 don't need W+P+T for stress , but in B31.8 it must calculate because you have the soil weight on the pipe..
regards

Hi, thanks for the answer, my e-mail is er_scec@yahoo.com. Thanks in advance for the information.

Eddie

[jhameeh]

Could you please send to my email to: deogalang@hotmail.com or deogalangjr@yahoo.com

THANK YOU VERY MUCH..

give me your email I will send you files for aboveground pieline ( depth pipeline is zero B31.4) and another for underground pipeline B31.8.

it's like piping , but the bends are different , you have a lot of angles different 90 and 45 degres like in piping...for the bends you must have a spec for the cold bending...and run caesar ...
with B31.4 don't need W+P+T for stress , but in B31.8 it must calculate because you have the soil weight on the pipe..
regards

[galant1960]

I sent many files ..for nobody replied ..if the found help..
thanks friends

[ameer_mechanical]

Kindly Send me E-mail At
Samieam@gupco.net

[solution]

Caesar II 5.3 Build 2012

[link Point to another website Only the registered members can access] solution4software@rambler.ru

[kaliwaal]

Hi galant1960,
Can you please send me the files for aboveground (B31.4) and underground pipeline (B31.8). I am beginner and if you have more tutorials on the subject, please send me at koperwaal@gmail.com
Thanks alot.
Regards

[Bombini]

galant1960, could you please send me the files too, at saga17abp@yahoo.com
thank you so much