Pipelines 2020
Evaluating Welded and Mechanical Pipe Joint Strength for Seismic Design: Part 1—Testing Protocol
Publication: Pipelines 2020
ABSTRACT
The evaluation of welded steel pipe and pipe joint strength for resisting seismic forces is essential to establishing the design basis for today’s conveyance infrastructure. Unfortunately, little information is available for large diameter, thin wall, spiral welded steel pipe which is commonly used in the water and wastewater industry. As a result, pipeline designers will often use information tailored to other industries such as steel buildings and off-shore drilling structures which may not be relevant to welded steel water pipe and the use of this information could lead to unconservative results with questionable seismic resilience. The effects of internal pressure are known to augment the strength of welded steel pipe and joints however accurate test data suitable for design use is currently unavailable. This paper describes a planned testing program that will include physical tests to evaluate the strength of welded steel pipe, field welded joints, and mechanical joints under pressurized and non-pressurized conditions. The goal is to develop an understanding of how typical, large diameter steel pipe will perform when subjected to bending, tension, and compressive forces which are the basis of seismic resilience.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
1. AISC (American Institute of Steel Construction) Steel Construction Manual. (2016). Specification for Structural Steel Buildings ANSI/AISC 360, 15th Edition.
2. ASME BPVC (American Society of Mechanical Engineers). (2019). Boiler and Pressure Vessels Code, Section VIII, Rules for Construction of Pressure Vessels, Division 1.
3. AWWA M11 (American Water Works Association). (2017). Steel Water Pipe: A Guide for Design and Installation, Fifth Edition.
4. AWWA C200 (American Water Works Association). (2017). Steel Water Pipe-6 In. (150–mm) and Larger.
5. API (American Petroleum Institute). (2000, Errata & Supplement 2007). Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms—Working Stress Design RP 2A-WSD.
6. Warren Young and Richard Budynas. (2011). Roark’s Formulas for Stress and Strain, 8th Edition.
7. AWS (American Welding Society). (2020). Structural Welding Code – Steel D1.1/D1.1M.
8. Keil et al. (2018). “Experimental Results of Steel Lap Welded Pipe Joints in Seismic Conditions”. UESI/ASCE Pipelines Conference Proceedings, Toronto.
9. AWWA C606. (2015). Grooved and Shouldered Joints.
10. Call, J. and Sundberg, C. (2007). “A Basis for Using Single-Welded or Double-Welded Lap–Joints for Steel Water Pipe”. ASCE Pipelines Conference Proceedings, Boston.
11. Victaulic Product Design Guideline. (2011). Allowable Coupling Joint Loads, Style W07 and W77 – 14” through 48” for AGS Roll or Machine Grooved Carbon Steel Piping PDG1003.
Information & Authors
Information
Published In
Pipelines 2020
Pages: 386 - 396
Editors: J. Felipe Pulido, OBG, Part of Ramboll and Mark Poppe, Brown and Caldwell
ISBN (Online): 978-0-7844-8319-0
Copyright
© 2020 American Society of Civil Engineers.
History
Published online: Aug 6, 2020
Published in print: Aug 6, 2020
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.