Predicting Compressive Creep Behavior of Virgin HDPE Using Thermal Acceleration
Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 8
Abstract
The subject of this paper is the compressive creep behavior of viscoelastic materials, such as high-density polyethylene (HDPE), commonly used to manufacture a multitude of civil engineering products, including polymeric piling, decking, and fender elements. Accelerated methods to predict the tensile creep of polymers are already available. The time-temperature superposition (TTS) model is the basis of several available methods, and one of its derivatives, the stepped isothermal method (SIM), is the basis for an ASTM standard for tensile creep. In this paper, both TTS and SIM have been adapted to study the time- and temperature-dependent compressive creep of HDPE. Experimental test results on virgin HDPE indicate that both TTS and SIM are applicable for predicting compressive creep with some limitations. Preliminary results indicate that the tested virgin HDPE loaded in compression is expected to creep by approximately 2% in 100 years when loaded to an ultimate stress of 2.8 MPa (400 psi) at room temperature (24°C).
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Acknowledgments
Funding from the New York State Education Department, Federal Highway Administration (FHWA), and The Empire Development Corporation is gratefully acknowledged. The writers thank Mahsa Rejaei, Carlos Cabrerra, and Saumil Parikh who performed the laboratory tests described in this paper under the writers’ supervision.
References
ASTM. (2007). “Standard test method for evaluating the unconfined tension creep and creep rupture behavior of geosynthetics.” D5262-07, West Conshohocken, PA, .
ASTM. (2009). “Standard test method for accelerated tensile creep and creep-rupture of geosynthetic materials based on time-temperature superposition using the stepped isothermal method.” D6992-03, West Conshohocken, PA, .
Aklonisa, J., and MacKnight, W. (1983). Introduction to polymer viscoelasticity, 2nd Ed., Wiley, New York, 36–56.
Arrhenius, S. (1912). Theories of solutions, Oxford University Press, Oxford, UK.
Ashford, S., and Jakrapiyanun, W. (2001). “Driveability of glass FRP composite piling.” J. Compos. Constr., 5(1), 58–60.
Bozorg-Haddad, A., Iskander, M., and Wang, H. (2010). “Compressive creep behavior of virgin HDPE using equivalent strain energy density method.” J. Mater. Civ. Eng., 22(12), 1270–1281.
Bueno, B. S., Costanzi, M. A., and Zornberg, J. G. (2005). “Conventional and accelerated creep tests on nonwoven needle-punched geotextiles.” Geosynth. Int., 12(6), 276–287.
Cessna, L. (1971). “Stress time superposition for creep data for polypropylene and coupled glass reinforced polypropylene.” Polym. Eng. Sci., 11(3), 211–219.
Elleuch, R., and TakTak, W. (2006). “Viscoelastic behavior of HDPE polymer using tensile and compressive loading.” J. Mater. Eng. Perform., 15(1), 111–116.
EPA. (2006). “Municipal solid waste generation, recycling, and disposal in the United States: Facts and figures for 2005.” 〈http://www.epa.gov/osw/nonhaz/municipal/msw99.htm〉 (Jun. 17, 2011).
Farrag, K. (1998). “Development of an accelerated creep testing procedure for geosynthatics. II: Analysis.” Geotech. Test. J., 21(1), 38–44.
Farrag, K., and Oglesby, J. (1997). “Development of an accelerated creep testing procedure for geosynthatics.” Rep. LTRC Project No. 92-10GT, Louisiana Transportation Research Center, Baton Rouge, LA.
FEMA. (2005). “Coastal construction manual, Vol. III: Principals and practices of planning, siting, designing.” Constructing and maintaining buildings in coastal areas, FEMA 55, Ed. 3, Washington, DC.
Ferry, J. D. (1980). Viscoelastic properties of polymers, 3rd Ed., Wiley, New York.
Frost, J. D., and Han, J. (1999). “Behavior of interfaces between fiber-reinforced polymers and sand.” J. Geotech. Geoenviron. Eng., 125(8), 633–640.
Han, J., and Frost, D. (1999). “Buckling of vertically loaded fiber-reinforced polymer piles.” J. Reinf. Plast. Compos., 18(4), 290–318.
Hollaway, L. (1990). Polymers and polymer composites in construction, Thomas Telford, London, 275.
Hsuan, Y. G., and Yeo, S. S. (2005). “Comparing the creep behavior of high density polyethylene geogrid using two acceleration method.” Proc., Sessions of the Geo-Frontiers 2005 Congress: Slopes and Retaining Structures Under Seismic and Static Conditions (GSP 140), ASCE, Reston, VA. .
Hsuan, Y., and Yeo, S., and Koerner, R. (2005). “Compression creep behavior of geofoam using the stepped isothermal method.” Proc., Sessions of the Geo-Frontiers 2005 Congress: Geosynthetics Research and Development in Progress (GRI-18), ASCE, Reston, VA. .
Iskander, M., and Hanna, S. (2002). “Engineering performance of FRP composite piling.” Proc., Transportation Research Board Meeting, (CD-ROM), Paper No. 03-2959, National Academy Press, Washington, DC.
Iskander, M., Hanna, S., and Stachula, A. (2001). “Driveability of FRP composite piling.” J. Geotech. Geoenviron. Eng., 127(2), 169–176.
Iskander, M., and Hassan, M. (1998). “State of the practice review in FRP composite piling.” J. Compos. Constr., 2(3), 116–120.
Iskander, M., and Hassan, M. (2001). “Accelerated degradation of recycled plastic piling in aggressive soils.” J. Compos. Constr., 5(3), 179–187.
Iskander, M., Mohamed, A., and Hassan, M. (2002). “Durability of recycled fiber reinforced polymer piling in aggressive environments.” Transportation Research Record 1808, Transportation Research Board Washington, DC, 153–161.
Iskander, M., and Stachula, A. (1999). “FRP composite polymer piling: An alternative to timber piling for water-front applications.” Geotech. News, 17(4), 27–31.
Iskander, M., and Stachula, A. (2002). “Wave equation analysis of FRP composite piling.” J. Compos. Constr., 6(2), 88–96.
Karbhari, V. M., Chin, J. W., and Hunston, D. (2003). “Durability gap analysis for fiber-reinforced polymer composites in civil infrastructure.” J. Compos. Constr., 7(3), 238–247.
Kawada, H., Kobiki, A., Koyanagi, J., and Hosoi, A. (2005). “Long term durability of polymer matrix composites under hostile environments.” Mater. Sci. Eng. A, 412(1–2), 159–164.
Koerner, G., and Koerner, R. (1995). “Temperature behavior of field deployed HDPE geomembranes.” Proc., Geosynthetics ’95, Industrial Fabrics Association International, Roseville, MN.
Lampo, R., et al. (1998). “Development and demonstration of FRP composite fender, load-bearing, and sheet piling systems.” Technical Rep. 98/123., U.S. Army Corps of Engineers, Construction Engineering Research Laboratories, Champaign, IL.
Loehr, E., Bowders, J., Owen, J., Sommers, L., and Liew, W. (2000). “Stabilization of slopes using recycled plastic pins.” Transportation Research Record 1714, Transportation Research Board, Washington, DC, .
Lynch, J. (2002). “Time dependence of the mechanical properties of an immiscible polymer blend.” Ph.D. dissertation, Rutgers Univ., Piscataway, NJ.
Merry, S. M., Bray, J. D., and Yoshitomi, S. (2005). “Axisymmetric temperature- and stress-dependent creep response of ‘new’ and ‘old’ HDPE.” Geosynth. Int., 12(3), 156–161.
Nielsen, L. (1974). Mechanical properties of polymers and composites, Marcel Dekker, New York.
Pando, M., Filz, G., Dove, J., and Hope, E. (2002). “Interface shear tests on FRP composite piles (GSP 116).” Proc., Deep Foundations 2002, ASCE, Reston, VA, 1486–1500.
Pando, M., Filz, G., Early, C., and Hoppe, E. (2003). “Axial and lateral load performance of two composite piles and one prestressed concrete pile.” Transportation Research Record 1849, Transportation Research Board, Washington, DC, 61–70.
Pramanick, A., and Sain, M. (2005a). “Nonlinear viscoelastic creep prediction of HDPE-agro-fiber composites.” J. Compos. Mater., 40(5), 417–431.
Pramanick, A., and Sain, M. (2005b). “Nonlinear viscoelastic creep characterization of HDPE-rice husk composites.” Polym. Polym. Compos., 13(6), 581–598.
Pramanick, A., and Sain, M. (2006). “Temperature-stress equivalency in nonlinear viscoelastic creep characterization of thermoplastic/agro-fiber composites.” J. Thermoplast. Compos. Mater., 19(1), 35–60.
Robinson, B., and Iskander, M. (2008). “Static and dynamic load tests on driven polymeric piles.” Proc., Geosustainability and Geohazard Mitigation: GeoCongress 2008, ASCE, Reston, VA, 939–946.
Thornton, J. S., Allen, S. R., Thomas, R. W., and Sandri, D. (1998a). “The stepped isothermal method for time-temperature superposition and its application to creep data on polyester yarn.” Proc., 6th Int. Conf. on Geosynthetics, International Geosynthetics Society, Jupiter, FL, 699–706.
Thornton, J. S., Paulson, J. N., and Sandri, D. (1998b). “Conventional and stepped isothermal methods for characterizing long term creep strength of polyester geogrids.” Proc., 6th Int. Conf. on Geosynthetics, International Geosynthetics Society, Jupiter, FL, 691–698.
Woldesenbet, E., Gupta, N., and Vinson, J. R. (2002). “Determination of moisture effects on impact properties of composite materials.” J. Mater. Sci., 37(13), 2693–2698.
Zornberg, J. G., Byler, B. R., and Knudsen, J. W. (2004). “Creep of geotextiles using time-temperature super position methods.” J. Geotech. Geoenviron. Eng., 130(11), 1158–1168.
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© 2011 American Society of Civil Engineers.
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Received: Apr 30, 2008
Accepted: Jan 21, 2011
Published online: Jan 24, 2011
Published in print: Aug 1, 2011
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