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):031409-031409-11. doi:10.1115/1.3122769 Figure Legend: Schematic of pipe installation by reeling
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):031409-031409-11. doi:10.1115/1.3122769 Figure Legend: Pipe and crack geometry
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):031409-031409-11. doi:10.1115/1.3122769 Figure Legend: API 5L X65: maximum acceptable flaw sizes for D=10.75 in. (273.1 mm), t=8.7 mm
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):031409-031409-11. doi:10.1115/1.3122769 Figure Legend: API 5L X70: tensile response of pipe material
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):031409-031409-11. doi:10.1115/1.3122769 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
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):031409-031409-11. doi:10.1115/1.3122769 Figure Legend: API 5L X70: normalized maximum acceptable flaw sizes for D=16 in. (406.4 mm), t=19.1 mm