Seismic Design of Pipeline Considering Pressure and Tensile Properties
Publication: Lifelines 2022
ABSTRACT
This paper proposes a design method to calculate the inelastic strain distribution along unpressurized or pressurized pipelines induced by temporary ground deformations. The inelastic strain distribution is predicted by using the elastic solution of unpressurized pipelines and a strain conversion method. This paper also proposes a calculation method to predict the critical compressive strain (CCS) in compression of pipes with and without pressure by using an analytical solution. The proposed methods are applicable to pipelines and pipes with a roundhouse type or yield plateau type stress-strain curve.
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REFERENCES
ADINA. (2020). Release Notes - ADINA 9.6.2, http://www.adina.com, ADINA R&D, INC., August 2020.
API (American Petroleum Institute). (2018). Line Pipe, API Specification 5L, Forty-Sixth Edition, April 2018.
ALA (American Lifelines Alliance). (2005). Seismic Guidelines for Water Pipelines, FEMA and NIBS, March 2005.
Gerard, G. (1956). Compressive and Torsional Buckling of Thin-Wall Cylinders in Yield Region, NACA TN 3726, August 1956.
JGA (Japan Gas Association). (2000). Recommended Practices for Earthquake Resistant Design of Gas Pipelines, Earthquake Resistant Design Code in Japan, Urban Infrastructure Handbook, JSCE, January 2000, 6/1-6/29.
JWWA (Japan Water Works Association). (1998). Seismic Design and Construction Guidelines for Water Supply Facilities 1997, November 1998.
PRCI (Pipeline Research Council International). (2014). Review of Compressive Strain Capacity Assessment Methods (ABD-1-2), January 2014.
PRCI (Pipeline Research Council International). (2017). Pipeline Seismic Design and Assessment Guideline, November 2017.
Ramberg, W., and Osgood, W. R. (1943). Description of stress-strain curve by three parameters, NACA-TN-902, July 1943.
Suzuki, N., and Toyoda, M. (2002). Critical Compressive Strain of Line Pipes Related to Work Hardening Parameters, Proc. of OMAE2002, OMAE2002-28253, July 2002.
Suzuki, N., Zhou, J., and Toyoda, M. (2008). Compressive Strain Limits of High-Strength Line Pipes, Proc. of 7th International Pipeline Conference, IPC2008-64526, September 2008.
Timoshenko, S., and Gere, J. (1961). Theory of Elastic Stability - Second Edition, McGraw-Hill, New York, 1961, 457-461.
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Lifelines 2022
Pages: 121 - 132
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Published online: Nov 16, 2022
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