10.04.2013 Views

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

SHOW MORE
SHOW LESS

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)

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!