Calculation of Burst Yield and Collapse Yield for Round ... - Tenaris
Calculation of Burst Yield and Collapse Yield for Round ... - Tenaris
Calculation of Burst Yield and Collapse Yield for Round ... - Tenaris
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
<strong>Calculation</strong> <strong>of</strong> <strong>Burst</strong> <strong>Yield</strong> <strong>and</strong> <strong>Collapse</strong> <strong>Yield</strong> <strong>for</strong> <strong>Round</strong> Tubing<br />
<strong>Collapse</strong> <strong>Yield</strong> We assume no internal pressure. Denote the external pressure as p 0. The axial stress is the<br />
same as that given by (1). The radial pressure at the inner surface is zero.<br />
<strong>Burst</strong> <strong>and</strong> <strong>Collapse</strong> Curve<br />
To make the whole curve<br />
look better, we take the<br />
physically insignificant root<br />
from the burst result<br />
(equation 5) to add a third<br />
curve to figure 1.<br />
www.tenaris.com<br />
January 2007. ©<strong>Tenaris</strong>. All rights reserved<br />
From analytical calculations, we get hoop stress<br />
<strong>Burst</strong> & <strong>Collapse</strong> Graph<br />
BURST YIELD (psi)<br />
COLLAPSE YIELD (psi)<br />
15000<br />
10000<br />
5000<br />
0<br />
-5000<br />
-10000<br />
-15000<br />
0 5000<br />
Figure 1. <strong>Burst</strong> yield <strong>and</strong> collapse yield curve.<br />
σ h = -2p o<br />
Substituting (1), (7) <strong>and</strong> (8) into (4), we get<br />
p o =<br />
where C = 2 OD 2/(OD2- ID2). The negative sign is physically insignificant. The positive root is<br />
the collapse yield solution. Because conventionally collapse pressure is negative, we add a<br />
negative sign be<strong>for</strong>e the positive root. So,<br />
p o collapse =<br />
-σ a<br />
σ r = 0<br />
-σ a<br />
the collapse curve based on (10) is shown in Figure 1.<br />
<strong>Burst</strong> <strong>Yield</strong><br />
OD 2<br />
OD 2 -ID 2<br />
+ 4S 2<br />
y - 3σa2 (9)<br />
2C<br />
+<br />
4S y 2 - 3σ a2<br />
2C<br />
Physically insignificant burst<br />
10000<br />
<strong>Collapse</strong> <strong>Yield</strong><br />
15000<br />
20000<br />
LOAD (lbs)<br />
(7)<br />
(8)<br />
(10)