Constitutive Model for High Density Polyethylene to Capture Strain Reversal-Reference-Cited by-同舟云学术

Constitutive Model for High Density Polyethylene to Capture Strain Reversal

Published:2006-07-28 Issue: Volume: Page:
ISSN:
Container-title:Pipelines 2006
language:
Short-container-title:

Author:

Ghafar Chehab Abdul¹²,Moore Ian D.¹²

Affiliation:

1. Research Assistant, GeoEngineering Centre at Queen's- RMC, Queen's University, Kingston, ON, K7L 3N6 Canada

2. Professor and Canada Research Chair, GeoEngineering Centre at Queen's- RMC, Queen's University, Kingston, ON, K7L 3N6 Canada

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40854%28211%2987

Reference7 articles.

1. A Uniaxial Linear Viscoelastic-Viscoplastic Model for High Density Polyethylene;Chehab A;Proceedings of the 57th Canadian Geotechnical Conference, 5th Joint CGS/IAH-CNC Conference, Quebec,2004

2. Chua K. M. (1986). "Time-dependent interaction of soil and flexible pipe". Ph.D. thesis Texas A & M University College station Texas.

3. Hashash N. M. A. (1991). "Design and analysis of deeply buried polyethylene drainage pipes". Ph.D. thesis Department of Civil Engineering University of Massachusetts at Amherst Amherst Mass.

4. Linear viscoelastic modelling of profiled high density polyethylene pipe

5. Zhang C. (1996). "Nonlinear mechanical response of high density polyethylene in gravity flow pipes". Ph.D. thesis Department of Civil and Environmental Engineering The University of Western Ontario London Ontario Canada.

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