1. Date of download: 11/11/2017
Copyright © ASME. All rights reserved.
From: Fracture Assessment Procedures for Steel Pipelines Using a Modified Reference Stress Solution
J. Pressure Vessel Technol. 2009;131(3): doi: /
Figure Legend:
Schematic of pipe installation by reeling

2. Date of download: 11/11/2017
Copyright © ASME. All rights reserved.
From: Fracture Assessment Procedures for Steel Pipelines Using a Modified Reference Stress Solution
J. Pressure Vessel Technol. 2009;131(3): doi: /
Figure Legend:
Pipe and crack geometry

3. Date of download: 11/11/2017
Copyright © ASME. All rights reserved.
From: Fracture Assessment Procedures for Steel Pipelines Using a Modified Reference Stress Solution
J. Pressure Vessel Technol. 2009;131(3): doi: /
Figure Legend:
API 5L X65: maximum acceptable flaw sizes for D=10.75 in. (273.1 mm), t=8.7 mm

4. Date of download: 11/11/2017
Copyright © ASME. All rights reserved.
From: Fracture Assessment Procedures for Steel Pipelines Using a Modified Reference Stress Solution
J. Pressure Vessel Technol. 2009;131(3): doi: /
Figure Legend:
API 5L X70: tensile response of pipe material

5. Date of download: 11/11/2017
Copyright © ASME. All rights reserved.
From: Fracture Assessment Procedures for Steel Pipelines Using a Modified Reference Stress Solution
J. Pressure Vessel Technol. 2009;131(3): doi: /
Figure Legend:
API 5L X70: J versus bending strain for D=16 in. (406.4 mm), t=19.1 mm and flaw size: (a) 2c=100 mm, a=3.6 mm; (b) 2c=25 mm, a=6.4 mm

6. Date of download: 11/11/2017
Copyright © ASME. All rights reserved.
From: Fracture Assessment Procedures for Steel Pipelines Using a Modified Reference Stress Solution
J. Pressure Vessel Technol. 2009;131(3): doi: /
Figure Legend:
API 5L X70: normalized maximum acceptable flaw sizes for D=16 in. (406.4 mm), t=19.1 mm