TECHNICAL PAPERS
Aug 1, 2006

Statistical Characterization of Fiber-Reinforced Polymer Composite Material Properties for Structural Design

Publication: Journal of Structural Engineering
Volume 132, Issue 8

Abstract

A consistent basis for statistically reducing fiber-reinforced polymer (FRP) composite material property test data for load and resistance factor design (LRFD) of composite structures is developed in this paper. A two-parameter Weibull probability distribution is recommended for modeling both strength and stiffness properties. Consistent with practice for other materials used in structural engineering applications, the 5-percentile value of strength of coupons and components, as well as modulus values, appropriately adjusted for the small size of typical data samples, is recommended for the nominal value of strength for LRFD applications. Statistical uncertainty due to small sample size in the data reduction process is accounted for through the use of a data confidence factor, which is the tolerance limit defined as the 80th percent lower confidence level of the 5-percentile value of the population. With the nominal values so determined, appropriate resistance factors for LRFD-based design codes can be derived and limits for qualification and acceptance criteria for FRP composite structural products can be established.

Get full access to this article

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

Acknowledgments

This work was partially supported by the Federal Highway Administration (FHWA) under Contract No. DTFH61-00C-00022. Mr. Eric Munley served as the Contracting Officer Technical Representative for FHWA. Additional funds were provided by the Georgia Institute of Technology and the Univ. of Tennessee. The support from all of these organizations is gratefully acknowledged. The results presented herein represent the views of the writers and not those of the sponsors.

References

AF & PA/ASCE. (1996). “Standard for load and resistance factor design (LRFD) for engineered wood construction.” ASCE Standard 16-95, American Society of Civil Engineers, Reston, Va.
AISC. (2005). “Load and resistance factor design specification for steel buildings.” American Institute of Steel Construction, Chicago.
AISI. (1996). “Specification for the design of cold-formed steel structural members.” American Iron and Steel Institute, Washington, D.C.
Alqam, M., Bennett, R. M., and Zureick, A. H. (2001). “Three parameter vs. two parameter Weibull distribution for FRP composite material properties.” Compos. Struct., 58(4), 497–503.
Ang, A. H.-S., and Tang, W. (1984). Probability concepts in engineering planning and design: Decision, risk, and reliability, Wiley, N.Y., Vol. II.
ASTM. (1993). “Standard specification for computing the reference resistance of wood-based materials and structural connections for load and resistance factor design.” ASTM D5457-93.
Bain, L. J. (1978). Statistical analysis of reliability and life-testing models: Theory and methods, Marcel Dekker, N.Y.
Ditlevsen, O. (1981). Uncertainty modeling with applications to multidimensional civil engineering systems, McGraw–Hill, N.Y.
Ellingwood, B. R. (2003). “Toward load and resistance factor design for fiber-reinforced polymer (FRP) composite structures.” J. Struct. Eng., 129(4), 449–458.
Ellingwood, B. R. (2000). “Load and resistance factor design (LRFD) for structures using fiber-reinforced polymer (FRP) composites.” NIST GCR 00-793, National Institute of Standards and Technology.
Ellingwood, B. R. (1994). “Probability-based codified design: Past accomplishments and future challenges.” Struct. Safety, 13(3), 159–176.
Ellingwood, B., MacGregor, J. G., Galambos, T. V., and Cornell, C. A. (1982). “Probability based load criteria: Load factors and load combination.” J. Struct. Div. ASCE, 108(5), 978–997.
Galambos, T. V., Ellingwood, B., MacGregor, J. G., and Cornell, C. A. (1982). “Probability based load criteria: Assessment of current design practice.” J. Struct. Div. ASCE, 108(5), 959–977.
Gromala, D. S., Sharp, D. J., Pollock, D. G., and Goodman, J. R. (1990). “Load and resistance factor design for wood: The new U.S. wood design specification.” Proc., Int. Timber Engineering Conference, 311–318.
Head, P. R. (1996). “Advanced composites in civil engineering—a critical review at this high interest, low stage of development.” in Advanced Composites in Bridges and Structures, (El-Badry, ed.), Canadian Soc. of Civil Engrg., pp. 4–13.
Kang J. (2001). “Behavior and design of pultruded fiber reinforced polymeric members and beam-columns under sustained loads.” Ph.D. dissertation, Georgia Institute of Technology.
King, R. L. (1986). “Statistical methods for determining design allowable properties for advanced composite materials.” Proc., 15th Reinforced Plastics Congress, British Plastics Federation, Nottingham, England, 79–85.
Lawless, J. F. (1982). Statistical models and methods for lifetime data, Wiley, N.Y.
MacGregor, J. G., Mirza, S. A., and Ellingwood, B. (1983). “Statistical analysis of resistance of reinforced and prestressed concrete members.” J. Am. Concr. Inst., 80(3), 167–176.
McNutt, J. A. (1998). “Reliability analysis of FRP composite columns.” MS thesis, The Univ. of Tennessee.
Murphy, J. F., ed. (1988). “Load and resistance factor design for engineered wood construction—A Pre-Standard Report.” American Society of Civil Engineers, N.Y.
Nowak, A. S. (1995). “Calibration of LRFD bridge code.” J. Struct. Eng., 121(8), 1245–1251.
The Composite Materials Handbook-MIL 17. (2002) “Guidelines for characterization of structural materials.” Published jointly by Technomic Publishing Co., Inc, and Materials Sciences Corporation in cooperation with ASTM, Lancaster, Pa. 17604, Vol. 1.
Thoman, D. R., Bain, L. J., and Antle, C. E. (1970). “Maximum likelihood estimation, exact confidence intervals for reliability, and tolerance limits in the Weibull distribution.” Technometrics, 12(2), 363–371.
Tsai, M. (1992). “Reliability models of load testing.” Ph.D. dissertation, Univ. of Illinois at Urbana-Champaign.
Zureick, A., and Scott, D. (1997). “Short-term behavior and design of fiber-reinforced polymeric slender members under axial compression.” J. Compos. Constr., 1(4), 140–149.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 132Issue 8August 2006
Pages: 1320 - 1327

History

Received: Apr 12, 2005
Accepted: Sep 15, 2005
Published online: Aug 1, 2006
Published in print: Aug 2006

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Shahram Sarkani

Authors

Affiliations

Abdul-Hamid Zureick, M.ASCE
Professor, School of Civil Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0355.
Richard M. Bennett, M.ASCE
Professor, Dept. of Civil and Environmental Engineering, The Univ. of Tennessee, Knoxville, TN 37996-2010.
Bruce R. Ellingwood, F.ASCE
Professor, School of Civil Engineering, Georgia Institute of Technology, Atlanta, GA 30332-0355.

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