seamantgn
Petroleum
- Feb 7, 2013
- 10
I´m new using this program (microprotol).
I´m try to understad the report for a horizontal vessel with internal pressure. Various parts are based in a code o general practice.
But in a saddle analisys; when calculate "maximum primary membrane stress verification" for a "maximum longitudinal stress verification":
use the formula: Sigma eq. = max (abs(sigma circunf. - sigma longitudinal) ; abs(sigma longitudinal - 0.5 P))
I don´t understand why use the term: abs(sigma longitudinal - 0.5 P)
I was reading PV books and understood: Sigma eq = max (abs(sigma1 - sigma2) ; abs (sigma2- sigma3) ; abs (sigma3- sigma1))
When: sigma1/2/3 are the principal stresses and then Sigma eq = max of 3 principal stress difference but i have only 2, Why? And It´s 0.5 P a principal stress?
Somebody could give me a hand with this.
Thanks
I´m try to understad the report for a horizontal vessel with internal pressure. Various parts are based in a code o general practice.
But in a saddle analisys; when calculate "maximum primary membrane stress verification" for a "maximum longitudinal stress verification":
use the formula: Sigma eq. = max (abs(sigma circunf. - sigma longitudinal) ; abs(sigma longitudinal - 0.5 P))
I don´t understand why use the term: abs(sigma longitudinal - 0.5 P)
I was reading PV books and understood: Sigma eq = max (abs(sigma1 - sigma2) ; abs (sigma2- sigma3) ; abs (sigma3- sigma1))
When: sigma1/2/3 are the principal stresses and then Sigma eq = max of 3 principal stress difference but i have only 2, Why? And It´s 0.5 P a principal stress?
Somebody could give me a hand with this.
Thanks