Technical Papers
Jun 17, 2015

Chemical Resistance and Mechanical Properties of Glass Fiber–Reinforced Plastic Pipes for Oil, Gas, and Power-Plant Applications

Publication: Journal of Composites for Construction
Volume 20, Issue 1

Abstract

Glass fiber–reinforced plastic (GFRP) composite pipes are used in many diverse applications, including oil, gas, and power plants. These pipes are subjected to various harsh service conditions during their service life. The evaluation of mechanical properties and chemical resistance of these pipes is essential to assess their long-term performance in specific applications. The results of a study to evaluate the chemical resistance and mechanical properties of GFRP pipes for application in oil and gas plants are presented in this paper. Pipe specimens were preconditioned by filling them with 7.5% HCl, 8% H 2 SO 4 , and a mixture of 2% NaOH and 2% KMnO 4 solutions maintained at 63°C. The preconditioned and fresh pipe specimens were exposed to clean and oily water [a mixture of 10% toluene, 10% kerosene, and 80% brine water ( 30 g / L NaCl)] maintained at 93°C and 1. 5 × 10 6 Pa (15 bar) pressure for 1,000 h. The fresh, preconditioned, and exposed pipe specimens were tested to evaluate their axial and hoop tensile strength, water absorption, and loss on ignition. The experimental results did not exhibit major change in the properties of evaluated pipes owing to exposure to clean and oily water at high temperature and pressure. There was minimal or no loss in the axial and hoop strength of the preconditioned or exposed pipes. The absorption and loss of ignition did not increase significantly both due to pre-conditioning and evaluated exposure conditions. The results indicate that GFRP pipes are suitable for application in the oil and gas industry.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors acknowledge the support provided by the Research Institute at King Fahd University of Petroleum and Minerals, Dhahran, Saudi Arabia.

References

Abdullah, H., Al-Araimi, S., and Siddiqui, R. A. (2000). “The effects of weathering on mechanical properties of glass fiber reinforced plastics (GRP) materials.” IIUM Eng. J., 1(2), 1–6.
Al-Bastaki, N. M. S., and Al-Madani, H. M. N. (1995). “Effect of six months exposure to atmospheric conditions on the mechanical properties of GRP.” Modell. Meas. Control C Energetics Chem. Earth Environ. Bio-Med. Prob., 49(1–3), 22–28.
Al-Sulaiman, F., Khan, Z., Merah, N., Kounain, A., and Mehdi, M. (2013). “Effects of weathering on the failure of internally pressurized filament-wound GFRP thermoset pipes.” J. Compos. Mater., 45(6), 645–655.
ASTM. (2000a). “Standard practice for classifying visual defects in glass-reinforced plastic laminate parts.” ASTM D2563, Philadelphia, PA.
ASTM. (2000b). “Standard test method for apparent tensile strength of ring or tubular plastic and reinforced plastic by split disk method.” ASTM D2290, Philadelphia, PA.
ASTM. (2000c). “Standard test method for longitudinal tensile properties of fiberglass (glass fiber reinforced thermosetting resin) pipe and tube.” ASTM D2105, Philadelphia, PA.
ASTM. (2001). “Standard test method for ignition loss of cured reinforced resins.” ASTM D2584, Philadelphia, PA.
ASTM. (2002). “Standard test method for water absorption of plastics.” ASTM D570, Philadelphia, PA.
Bazhenov, S. L. (1991). “Strong bending in the DCB interlaminar test of thin, E-glass woven fabric reinforced laminates.” Composites, 22(4), 275–280.
Bunsell, A. R. (1995). “Hydrothermal ageing of composite materials.” Revue de 1’ Institut Francais du Petrole, 50(1), 61–67.
Correia, J. R., Cabral-Fonseca, S., Branco, F. A., Ferreira, J. G., Eusébio, M. I., and Rodrigues, M. P. (2005). “Durability of glass fibre reinforced polyester (GFRP) pultruded profiles used in civil engineering applications.” 3rd Int. Conf. Composites in Construction, Claude Bernad Lyon 1 Univ., Lyon, France.
Ellyin, F., and Maser, R. (2004). “Environmental effects on the mechanical properties of glass-fiber epoxy composite tubular specimens.” Compos. Sci. Technol., 64(12), 1863–1874.
Ellyin, F., and Rohrbacher, C. (2000). “Effects of aqueous environment and temperature on glass-fiber epoxy resin composites.” J. Reinf. Plastic Compos., 19(17), 1405–1427.
Ely, T., and Kumosa, M. (2000). “The stress corrosion experiments on an E-glass/epoxy unidirectional composite.” J. Compos. Mater., 34(10), 841–878.
Farshad, M., and Necola, A. (2004). “Effect of aqueous environment on the long-term behavior of glass fiber-reinforced plastic pipes.” Polymer Test., 23(2), 163–167.
Guedes, R. M., Sa, A., and Faria, H. (2010). “On the prediction of long-term creep-failure of GRP pipes in aqueous environment.” Polymer Compos., 31(6), 1047–1056.
Hale, J. M., Gibson, A. G., and Speake, S. D. (1998). “Tensile strength testing of GRP pipes at elevated temperatures in aggressive offshore environments.” J. Compos. Mater., 32(10), 969–986.
Jones, F. R. (1999). “Durability of reinforced plastics in liquid environments.” Chapter 3, Reinforced plastics durability, G. Pritchard, ed., Woodhead, Cambridge, U.K.
Karbhari, V. M., Murphy, K., and Zhang, S. (2002). “Effects of concrete based alkali solutions on the short-term durability of E-glass/vinylester composites.” J. Compos. Mater., 36(17), 2101–2121.
Karbhari, V. M., Rivera, J., and Dutta, P. K. (2000). “Effects of short-term freeze-thaw cycling on composite confined concrete.” J. Compos. Constr., 191–197.
Kumosa, L., Armentrout, D., and Kumosa, M. (2001). “An evaluation of critical conditions for the initiation of stress corrosion cracking in unidirectional E-glass/polymer composites.” Compos. Sci. Technol., 61(4), 615–623.
Morii, T., Hamada, T. H., Ikuta, N., Desaeger, M., and Verpoest, I. (1995). “Effect of saline treated fiber on impact properties of hydrothermal aged glass fabric/epoxy laminates.” SAMPE Technical Conf., Vol. 27, Society for the Advancement of Material and Process Engineering, 1048–1058.
Nishizaki, I., and Meiarashi, S. (2002). “Long-term deterioration of GFRP in water and moist environment.” J. Compos. Constr., 21–27.
Ontsuka, H. (1994). “Degradation of polymers—Causes and methods for estimation.” Corros. Eng., 43(6), 340–346.
Rodriguez, E. S., Alvarez, V. A., and Montemartini, P. E. (2013). “Failure analysis of a GFRP pipe for oil transport.” Eng. Failure Anal., 28, 16–24.
Schutte, C. L. (1994). “Environmental durability of glass fiber composites.” Mater. Sci. Eng. R, 13(7), 265–323.
Sims, G. D., and Broughton, W. R. (2000). “Glass fiber reinforced plastics-properties.” Comprehensive composite materials, A. Kelly and C. Zweben, eds., Elsevier, Amsterdam, Netherlands.
Woo, M. S. W. (1988). “Water absorption of resins and composites: Diffusion in carbon and glass reinforced epoxies.” J. Compos. Technol. Res., 9(4), 162–166.
Yao, J., and Ziegmann, G. (2006). “Equivalence of moisture and temperature in accelerated test method and its application in prediction of long-term properties of glass-fiber reinforced epoxy pipe specimen.” Polymer Test., 25(2), 149–157.
Zhang, S., and Karbhari, V. M. (1999). “Effects of alkaline environments on the durability of E-glass fiber composites for use in civil infrastructure.” Proc., American Society of Composites, Technomic, Lancaster, PA, 12–20.

Information & Authors

Information

Published In

Journal of Composites for Construction
Volume 20Issue 1February 2016

History

Received: Jan 15, 2015
Accepted: Apr 27, 2015
Published online: Jun 17, 2015
Discussion open until: Nov 17, 2015
Published in print: Feb 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

L. M. Al-Hadhrami [email protected]
Associate Professor, Dept. of Mechanical Engineering, King Fahd Univ. of Petroleum and Minerals, P.O. Box 135, Dhahran 31261, Saudi Arabia. E-mail: [email protected]
M. Maslehuddin [email protected]
Senior Research Engineer (Professor), Center for Engineering Research, Research Institute, King Fahd Univ. of Petroleum and Minerals, P.O. Box 442, Dhahran 31261, Saudi Arabia. E-mail: [email protected]
M. R. Ali [email protected]
Senior Engineer, Center for Engineering Research, Research Institute, King Fahd Univ. of Petroleum and Minerals, P.O. Box 1331, Dhahran 31261, Saudi Arabia (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share