TECHNICAL PAPERS
Jul 15, 2003

Fiber-Sizing-Based Enhancement of Materials Durability for Seismic Retrofit

Publication: Journal of Composites for Construction
Volume 7, Issue 3

Abstract

E-glass/epoxy-based jackets have been demonstrated to be an effective means of providing lateral confinement for the seismic retrofit and strengthening of concrete columns. When fabricated using appropriate procedures and covered with a protective coating these materials show good environmental durability. However, E-glass fibers are susceptible to attack and degradation by moisture and alkalis, causing concern for their use in humid and very moist climates or in applications where the jacketed columns are immersed in water. This paper describes the enhancement of durability through change in the sizing used on the fibers. Results of ring burst tests on three differently sized systems after immersion in a severe environment [water at 60°C (140°F)] are detailed, and it is shown that the use of the appropriate sizing can significantly reduce moisture-related degradation.

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References

Adams, D. F., and Welsh, J. S.(1997). “The Wyoming combined loading compression (CLC) test method.” J. Compos. Technol. Res., 19(3), 123–133.
American Society of Mechanical Engineers (ASME). (1995). “Reinforced thermoset, plastic corrosion resistant equipment.” ASME RTP-1-1995, New York.
British Standards Institution (BSI). (1987). “British standard specification for design and construction of vessels and tanks in reinforced plastics.” BS4994-1987, London.
Charles, R. J.(1958a). “Static fatigue of glass I.” J. Appl. Phys., 29, 1549–1553.
Charles, R. J.(1958b). “Static fatigue of glass II.” J. Appl. Phys., 29, 1554–1560.
Chottiner, J., Sanjana, Z. N., and Kolek, R. L. (1986). “Damping properties of fiber reinforced composites.” Proc., 41st Annual Conf. of the SPI/Reinforced Plastics Composites Institute, Reinforced Plastics Composites Institute, Washington, D.C.
Dibenedetto, A. T., and Lex, P. J.(1989). “Evaluation of surface treatments for glass fibers in composite materials.” Polym. Eng. Sci., 29(8), 543–555.
Karbhari, V. M. (2000). “Composites in the renewal of civil infrastructure—materials, manufacturing, design and durability.” Proc., 9th U.S.-Japan Conf. on Composite Materials, Balkema, Rotterdam, The Netherlands, 41–48.
Macturk, K., Schutte, C., Schultheisz, C., Hunston, D., and Tarlov, M. (1995). “The role of coupling agents in composite interface structure and durability.” Materials Research Society Symposium, Materials Research Society, Warrendale, Pa.
Metcalfe, A. G., and Schmitz, G. K.(1972). “Mechanism of stress corrosion in E-glass filaments.” Glass Technol., 13, 5–16.
Plueddemann, E. P. (1991). Silane coupling agents, 2nd Ed., Plenum, New York.
Policelli, F. (1995). “Checkout of 20-inch NOL ring equipment.” Rep. ACTT/BIR-95/19, University of California, San Diego.
Puccini, G. (1993). “Environmental aspects.” Composite materials in maritime structures, Vol. 1, R. A. Shenoi and J. F. Wellicome, eds., Cambridge University Press, Cambridge, U.K., 44–85.
Reynaud, D., Karbhari, V. M., and Seible, F. (1999). “The HITEC evaluation program for composite column wrap systems for seismic retrofit.” Proc., Int. Composites Exposition, Composites Institute, Washington, D.C., 4A/1-6.
Ruggerberg, D. A. (1987). “A new high performance resin for the marine industry.” Proc., 42nd Annual Conf. of SPI/Reinforced Plastics Composites Institute, Reinforced Plastics Composites Institute, Washington, D.C.
Schultheisz, C. R., and Waas, A. M.(1996a). “Compressive failure of composites, Part I: Testing and micromechanical theories.” Prog. Aerosp. Sci., 32, 1–42.
Schultheisz, C. R., and Waas, A. M.(1996b). “Compressive failure of composites, Part II: Experimental studies.” Prog. Aerosp. Sci., 32, 43–78.
Schultheisz, C. S. et al. (1996). “Effect of temperature and fiber coating on the strength of E-glass fiber and the E-glass/epoxy interface for single-fiber fragmentation samples immersed in water.” ASTM STP 1290, 103–131.
Schutte, C. L.(1994). “Environmental durability of glass fiber composites.” Mater. Sci. Eng., R13(7), 265–324.
Subramanian, S., Reifsnider, K. L., and Stinchcomb, W. W.(1995). “Tensile strength of unidirectional composites: The role of efficiency and strength of fiber-matrix interface.” J. Compos. Technol. Res., 17(4), 289–300.
Wang, D., and Jones, F. R.(1993). “TOF SIMS and XPS study of the interaction of silanized E-glass with epoxy resin.” J. Mater. Sci., 28(5), 1396–1408.

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Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 7Issue 3August 2003
Pages: 194 - 199

History

Received: Jul 27, 2001
Accepted: Jun 25, 2002
Published online: Jul 15, 2003
Published in print: Aug 2003

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Authors

Affiliations

James S. Zhang
Postgraduate Researcher, Dept. of Structural Engineering, MC-0085, Univ. of California, San Diego, La Jolla, CA 92093-0085.
Vistasp M. Karbhari, M.ASCE
Professor, Dept. of Structural Engineering, MC-0085, Univ. of California, San Diego, La Jolla, CA 92093-0085.
Fred Isley
Business Manager, CECE—Hexcel Schwebel Corporation, 2200 S. Murray Ave., Anderson, SC 29624.
John Neuner
Senior Development Chemist, Hexcel Materials, 5794 W. Las Positas Blvd., Pleasanton, CA 94588.

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