TECHNICAL PAPERS
Feb 1, 2002

Flexural and Torsional Properties of Pultruded Fiber Reinforced Plastic I-Profiles

Publication: Journal of Composites for Construction
Volume 6, Issue 1

Abstract

Experimental determination of the full section flexural and torsional properties of pultruded fiber reinforced plastic I-profiles is described. Based on beam theory approximations, test configurations for determining the various section properties are established. Tests were conducted on three different I-profiles with a range of span-to-depth ratios. Major and minor axis flexural rigidities and flexural moduli, determined from three- and four-point bending tests, show close correlation. Major and minor axis transverse shear rigidities and shear moduli show significant variation, due to differing effective areas of the cross section resisting transverse shear and differing fiber content and orientation in the web and flanges. St. Venant torsional shear moduli, determined from uniform torsion tests, are consistent but significantly greater than the transverse shear moduli, which may be due to variations in fiber content, orientation, and lay up. Warping torsional rigidities, determined from nonuniform torsion tests, are consistent with values deduced from minor axis flexural rigidities, indicating that the influence of shear deformation on restrained torsional warping is insignificant.

Get full access to this article

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

References

Bank, L. C.(1987). “Shear coefficient for thin walled composite beams.” Compos. Struct., 8(1), 47–61.
Bank, L. C.(1989). “Flexural and shear moduli of full section fiber reinforced plastic pultruded beams.” J. Test. Eval., 17(1), 40–45.
Bank, L. C., and Cofie, E.(1992). “A modified beam theory for bending and twisting of open section composite beams: Numerical verification.” Compos. Struct., 21(1), 29–39.
Bank, L. C., Gentry, T. R., and Nadipelli, M.(1996). “Local buckling of pultruded FRP beams: Analysis and design.” J. Reinf. Plast. Compos., 15(3), 283–294.
Bank, L. C., Yin, J., and Nadipelli, M.(1995). “Local buckling of pultruded beams: Nonlinearity anisotropy and inhomogeneity.” Constr. Build. Mater., 9(6), 325–331.
Barbero, E., and Tomblin, J.(1994). “Phenomenological design equation for FRP columns with interaction between local and global buckling.” Thin-Walled Struct., 18(2), 117–131.
Case, J., and Chilver, A. H. (1959). “Torsion of circular shafts and thin walled tubes.” Strength of materials, Edward Arnold, London, 271–288.
Chambers, R. E.(1997). “ASCE design standard for pultruded fiber-reinforced-plastic (FRP) structures.” J. Compos. Constr., 1(1), 26–38.
Clark, E., ed. (1996). Eurocomp design code and handbook: Structural design of polymer composites, Spon, London, 751.
Davalos, J., and Qiao, P.(1997). “Analytical and experimental study of lateral and distortional buckling of FRP wide-flange beams.” J. Compos. Constr., 1(4), 150–159.
Davalos, J., Salim, H. A., Qiao, P., Lopez-Anido, R., and Barbero, E. J.(1996). “Analysis and design of pultruded FRP shapes under bending.” Composites, Part B, 27(3,4), 295–305.
Gere, J. M., and Timoshenko, S. P. (1984). “Deflection of beams.” Mechanics of materials, 2nd Ed., Brooks/Cole Engineering Div., Monterey, Calif., 351–428.
“Links to a tee.” (1992). New Civil Engineer, London, Aug. 13, 20–23.
“Little by little.” (1996). Bridge Design and Engineering, London, Aug., 53–55.
Massa, J. C., and Barbero, E. J.(1998). “A strength of materials formulation for thin walled composite beams with torsion.” J. Compos. Mater., 32(17), 1,560–1,594.
Mottram, J. T. (1991). “Structural properties of pultruded E-glass fiber reinforced polymeric I-beam.” Proc., 6th Int. Conf. Composite Structures, I. H. Marshal, ed., Elsevier Science, Oxford, U.K. 1–27.
Nagaraj, V., and Ganga Rao, H. V. S.(1997). “Static behavior of pultruded GFRP beams.” J. Compos. Constr., 1(3), 120–129.
Omidvar, B.(1998). “Shear coefficient in orthotropic thin-walled composite beams.” J. Compos. Constr., 2(1), 46–56.
“Polyster span.” (1997). New Civil Engineer, London, Aug. 21–28, 36–37.
Sims, G. D., Johnson, A. F., and Hill, R. D.(1987). “Mechanical and structural properties of GRP pultruded section.” Compos. Struct., 8(3), 173–187.
Smith, S. J., and Bank, L. C.(1992). “Modifications to beam theory for bending and twisting of open section composite beams: Experimental verification.” Compos. Struct., 22(3), 169–177.
Timoshenko, S. P., and Gere, J. M. (1961). “Torsional buckling.” Theory of elastic stability, McGraw-Hill, New York, 212–250.
Turvey, G. J.(1996a). “Effects of load position on the lateral buckling response of pultruded GRP cantilevers: Comparison between theory and experiment.” Compos. Struct., 35(1), 33–47.
Turvey, G. J.(1996b). “Lateral buckling tests on rectangular cross-section pultruded GRP cantilever beams.” Composites, Part B, 27(1), 35–42.
Zbirohowski-Koscia, K. (1967). “Internal bimoment and flexural twist due to external loading.” Thin walled beams, Crosby Lockwood & Sons, London, 41–74.
Zureick, A., and Scott, D.(1997). “Short-term behavior and design of fiber reinforced polymeric slender member under axial compression.” J. Compos. Constr., 1(4), 140–149.

Information & Authors

Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 6Issue 1February 2002
Pages: 28 - 34

History

Received: Jun 30, 2000
Accepted: Mar 7, 2001
Published online: Feb 1, 2002
Published in print: Feb 2002

Permissions

Request permissions for this article.

Authors

Affiliations

T. M. Roberts
Reader, Univ. of Wales Cardiff, School of Engineering, P.O. Box 925, Cardiff CF24 0YF, Wales, U.K.
H. Al-Ubaidi
Postgraduate Student, Univ. of Wales Cardiff, School of Engineering, P.O. Box 925, Cardiff CF24 04F, Wales, U.K.

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