ABSTRACT

The mechanical performance of lap welded joints is essential for safeguarding the structural integrity of steel water pipelines, after a severe earthquake or other geohazard loadings. Over the past 4 years, an extensive experimental project was launched to determine the structural performance of lap welded joints under the most severe ground deformations. The research consisted of full-scale physical experiments, supported, and validated by rigorous numerical finite element simulations. The experimental results have indicated a remarkable strength and deformation capacity of the standard lap welded joints without loss of water containment. In addition questions related to local lap weld joint deformation were elucidated and the corresponding strains developed under extreme tensile or compressive loads at critical locations were quantified, demonstrating the ability of those joints to sustain a significant amount of local strain at critical locations. The latest phase of the research focuses on the behavior, analysis, and design of a new seismic resistant lap welded joint. Results of a series of additional full-scale experiments, supported by finite element numerical simulations, on the mechanical performance of the new lap welded joints under severe structural (axial and bending) loading conditions are presented herein. The new lap weld joint comprises the standard lap weld configuration but contains a small geometric projection introduced at a specific location near the field applied fillet weld. Based on current research results, a modification of the standard lap welded joint is proven to result in consistent buckling of the steel pipe cylinder and not the lap weld joint, during severe or extreme loading. The proposed joint, referred to as “Atlas Seismic Resilient or ATLAS SR-joint”, effectively allows steel pipe to not be limited by the capacity of the standard lap welded joint during strong seismic or geohazard events, and offers an efficient, reliable, yet economical solution for welded joints in steel water pipelines in geohazard areas.

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REFERENCES

Chatzopoulou, G., Fappas, D., Karamanos, S. A., Keil, B., Mielke, R. D., (2018), “Numerical simulation of steel Lap welded pipe joint behavior in seismic conditions.”, ASCE Pipelines Conference, Toronto, Canada.
Karamanos, S. A., Koritsa, E., Keil, B. and Card, R. J. (2015), “Analysis and behavior of steel pipe welded lap joints in geohazard areas.”, ASCE Pipelines Conference, Paper No. 413, Baltimore, Maryland, USA.
Karamanos, S. A., Sarvanis, G. C., Keil, B. and Card, R. J. (2017a), “Analysis and Design of Buried Steel Water Pipelines in Seismic Areas.”, ASCE Journal of Pipeline Systems Engineering & Practice, Vol. 8, Issue 4.
Karamanos, S. A., Koritsa, E., Keil, B. and Pappa, P. (2017b), “Mechanical Response of Steel Pipe Welded Lap Joints in Seismic Areas.”, ASCE Pipelines Conference, Phoenix, AZ, USA.
Keil, B. D., Gobler, F., Mielke, R. D., Lucier, G., Sarvanis, G. C., and Karamanos, S. A. (2018), “Experimental Results of Steel Lap Welded Pipe Joints in Seismic Conditions”, ASCE Pipelines Conference, Toronto, Canada.
Keil, B. D., Lucier, G., Mielke, R. D., Fappas, D., Sarvanis, G. C., Chatzopoulou, G., Karamanos, S. A. (2020), “Experimental Investigation of Steel Lap Welded Pipe Joint Performance under Severe Axial Loading Conditions in Seismic or Geohazard Areas”, ASCE Pipelines Conference, San Antonio, Texas.
McPherson, D. L., Duffy, M., Koritsa, E., Karamanos, S. A., Plattsmier, J. R., (2016), “Improving the Performance of Steel Pipe Welded Lap Joints in Geohazard Areas”, ASCE Pipelines Conference, Kansas City, Missouri.
Nakazono, H., Hasegava, N., Wham, B. P., O’Rourke, T. D., Blake, B., (2019), “Innovative Solution to Large Ground Displacement Using Steel Pipe for Crossing Fault”, ASCE Pipelines Conference, Nashville, Tennessee.
Sarvanis, G. C., Karamanos, S. A., Vazouras, P., Mecozzi, E., Lucci, A., Dakoulas, P. (2018), “Permanent earthquake-induced actions in buried pipelines: Numerical modeling and experimental verification”, Earthquake Engng Struct Dyn., pp 1–22.
Sarvanis, G. C, Chatzopoulou, G., Fappas, D., Karamanos, S. A., Keil, B., Mielke, R. D., Lucier, G., (2019), “Finite Element Analysis of Steel Lap Welded Joint Behavior under Severe Seismic Loading Conditions”, ASCE Pipelines Conference, Nashville, Tennessee.

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Go to Pipelines 2020
Pipelines 2020
Pages: 265 - 276
Editors: J. Felipe Pulido, OBG, Part of Ramboll and Mark Poppe, Brown and Caldwell
ISBN (Online): 978-0-7844-8321-3

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Published online: Aug 6, 2020
Published in print: Aug 6, 2020

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Brent D. Keil [email protected]
Northwest Pipe Co., Vancouver, WA. Email: [email protected]
Richard D. Mielke [email protected]
Northwest Pipe Co., Vancouver, WA. Email: [email protected]
Fritz Gobler [email protected]
Northwest Pipe Co., Vancouver, WA. Email: [email protected]
Gregory Lucier [email protected]
North Carolina State Univ., Raleigh, NC. Email: [email protected]
Gregory C. Sarvanis [email protected]
Univ. of Thessaly, Volos, Greece. Email: [email protected]
Giannoula Chatzopoulou [email protected]
Univ. of Thessaly, Volos, Greece. Email: [email protected]
Dimitris Fappas [email protected]
Univ. of Thessaly, Volos, Greece. Email: [email protected]
Spyros A. Karamanos [email protected]
Univ. of Thessaly, Volos, Greece. Email: [email protected]

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