Chapter
Apr 26, 2012
A Simple Soil-Structure Interaction Model for Indirect Damage Assessment of Segmented Concrete Pipelines during PGD
Authors: A. S. Bradshaw [email protected], R. A. Green [email protected], J. P. Lynch [email protected], R. L. Michalowski [email protected], J. Kim, S. O'Connor, M. Pour-Ghaz, S. Nadukuru, and W. J. Weiss [email protected]Author Affiliations
Publication: Pipelines 2011: A Sound Conduit for Sharing Solutions
Abstract
This paper describes a simple soil-structure interaction model of a buried segmented concrete pipeline that can be used for indirect health monitoring during Permanent Ground Deformation (PGD). Buried pipelines are difficult to inspect visually, and thus accurate health monitoring systems can improve the efficiency and effectiveness of repair efforts immediately following an earthquake. A Winkler pipeline model is developed for indirect health monitoring that incorporates the two primary modes of failure observed in pipeline experiments, namely telescoping and rotation at the joints. Very approximate estimates of the model parameters are made, and the model results are compared to experimental results. In general the model captures both the magnitude and patterns of joint deformation. However, the model yields axial forces that are two orders of magnitude higher than the measured values. This suggests that the first order approximation of the joint as an elastic beam is inaccurate. Structural testing of the joints both in axial compression and rotation will provide more accurate refinement of the joint model.
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Copyright
© 2011 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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ASCE Technical Topics:
- Buried pipes
- Concrete pipes
- Damage (material)
- Geomechanics
- Geotechnical engineering
- Infrastructure
- Joints
- Materials characterization
- Materials engineering
- Pipe joints
- Pipeline management
- Pipeline systems
- Pipes
- Soil dynamics
- Soil mechanics
- Soil structures
- Soil-pipe interaction
- Soil-structure interaction
- Structural engineering
- Structural members
- Structural systems
- Structures (by type)
Authors
Affiliations
Assistant Professor, Department of Civil and Environmental Engineering, University of Rhode Island, Kingston, Rhode Island 02881.E-mail: [email protected]
Associate Professor, Charles E. Via, Jr. Department of Civil and Environmental Engineering, Virginia Tech, 120B Patton Hall, Blacksburg, VA, 24061.E-mail: [email protected]
M.ASCE
Associate Professor, Department of Civil and Environmental Engineering, University of Michigan, 2380 G.G. Brown, Ann Arbor, MI, 48109-2125.E-mail: [email protected]
F.ASCE
Professor, Department of Civil and Environmental Engineering, University of Michigan, 2364 G.G. Brown, Ann Arbor, MI, 48109-2125.E-mail: [email protected]
J. Kim
S.M.ASCE
Graduate Research Assistant, Department of Civil and Environmental Engineering, University of Michigan, 2340 G.G. Brown, Ann Arbor, MI, 48109-2125
S. O'Connor
S.M.ASCE
Graduate Research Assistant, Department of Civil and Environmental Engineering, University of Michigan, 2340 G.G. Brown, Ann Arbor, MI, 48109-2125
M. Pour-Ghaz
S.M.ASCE
Graduate Research Assistant, School of Civil and Environmental Engineering, Purdue University, 1284 Civil Engineering Building, West Lafayette, IN 47907
S. Nadukuru
S.M.ASCE
Graduate Research Assistant, Department of Civil and Environmental Engineering, University of Michigan, 2340 G.G. Brown, Ann Arbor, MI, 48109-2125
M.ASCE
Professor and Associate Head, School of Civil and Environmental Engineering, Purdue University, 1284 Civil Engineering Building, Room G215, West Lafayette, IN 47907.E-mail: [email protected]
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