TECHNICAL PAPERS
Nov 1, 1997

Short-Term Behavior and Design of Fiber-Reinforced Polymeric Slender Members under Axial Compression

Publication: Journal of Composites for Construction
Volume 1, Issue 4

Abstract

Presented in this paper are results of an experimental investigation pertaining to the short-term behavior of concentrically loaded fiber-reinforced polymeric composite slender members. Tested members had box and I-shape cross sections and were pultruded using a vinylester matrix containing flame retardant additives reinforced with E-glass roving and nonwoven mats. Material properties for each tested member are used in a limit state predictor equation to correlate the experimental and the predicted results. Design guidelines and a step-by-step example are also presented.

Get full access to this article

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

References

1.
Bank, L. C.(1987). “Shear coefficients for thin-walled composite beams.”Compos. Struct., 8(1), 47–61.
2.
Barbero, E. J., and Raftoyiannis, I. G.(1993). “Euler buckling of pultruded composite columns.”Compos. Struct., 24(2), 139–147.
3.
Barbero, E. J., and Tomblin, J.(1993). “Euler buckling of thin-walled composite columns.”Thin-Walled Struct., 17(4), 237–258.
4.
Barbero, E. J., and Tomblin, J.(1994). “A phenomenological design equation for FRP columns with interaction between local and global buckling.”Thin-Walled Struct., 18(2), 117–131.
5.
Cowper, G.(1966). “The shear coefficient in Timoshenko's beam theory.”J. Appl. Mech., 33(2), 335–340.
6.
Dharmarajan, S., and McCutchen, H. Jr.(1973). “Shear coefficients for orthotropic beams.”J. Compos. Mat., 7(4), 530–535.
7.
Engesser, F. (1989). “Die Knickfestigkeit gerader Stabe.”Zeitschrift für Architekter und Ingenieur Vereins zu Hannover, Weisbaden, Germany, 35, 455 (in German).
8.
Goodman, J. W., and Gilksman, J. A. (1969). “Structural evaluation of long boron composite column.”Composite materials: Testing and design, ASTM STP 460, West Conshohocken, Pa., 460–469.
9.
Hashem, Z. A. (1993). “Structural behavior of plastic composite columns,” PhD dissertation, University of Texas at Arlington, Tex.
10.
Hewson, P. J.(1978). “Buckling of pultruded glass fibre-reinforced channel sections.”Compos., 9(17), 56–60.
11.
Kardomateas, G. A.(1997). “Buckling of moderately thick orthotropic columns: Comparison of an elasticity solution with the Euler and Engesser/Haringx/Timoshenko formulae.”Int. J. Solids and Struct., 34(3), 341–357.
12.
Lee, D. J., and Hewson, P. J. (1978). “The use of fibre-reinforced plastics in thin-walled structures.”Stability problems in engineering structures and components, T. H. Richards and P. Stanley, eds., Elsevier Applied Science, New York, N.Y., 23–55.
13.
Mottram, J. T. (1991). “Structural properties of a pultruded E-glass fibre-reinforced polymeric I-beam.”Proc., 6th Int. Conf. on Compos. Struct., I. H. Marshall, ed., Elsevier Applied Science, London, U.K., 1–28.
14.
Scott, D., Yoon, S. J., and Zureick, A. (1992). “Full scale test on concentrically loaded fiber reinforced pultruded columns.”Proc., Mat. Engrg. Congr., T. D. White, ed., ASCE, New York, N.Y., 572–576.
15.
Southwell, R. V. (1932). “On the analysis of experimental observations in problems of elastic stability.”Proc., Royal Soc., Series A, Vol. 135(826), London, U.K., 601–616.
16.
Teh, K., and Huang, C.(1979). “Shear deformation coefficient for generally orthotropic beam.”Fiber Sci. and Technol., 12, 73–80.
17.
Timoshenko, S. (1940). Strength of materials—Part 1, 2nd ed., Van Nostrand Reinhold, New York, N.Y.
18.
Trayer, G. W., and March, H. W. (1931). “Elastic instability of members having sections common in aircraft construction.”Rep. No. 382, National Advisory Council for Aeronautics, Washington, D.C.
19.
Turvey, G. (1992). “Tension/compression strength of unnotched/notched pultruded GRP plate.”Proc., Eur. Conf. on Compos. Testing and Standardisation, Bordeaux, France, 167–176.
20.
Wang, Y., and Zureick, A. H.(1994). “Characterization of the longitudinal tensile behavior of pultruded I-shape structural members using coupon specimens.”Compos. Struct., 29, 463–472.
21.
Ye, B. S., Svenson, A. L., and Bank, L. C.(1995). “Mass and volume fraction properties of pultruded glass fibre-reinforced composites.”Compos., 26(10), 725–731.
22.
Yoon, S., Scott, D., and Zureick, A. (1992). “An experimental investigation of the behavior of concentrically loaded pultruded columns.”Proc., 1st Int. Conf. on Advanced Compos. Mat. in Bridges and Struct., K. W. Neale and P. Labossière, eds., Montreal, Canada, 309–317.
23.
Zahn, J. J.(1992). “Reexamination of Ylinen and other column equations, interaction of rupture and buckling in wood members.”J. Struct. Engrg., ASCE, 118(10), 2716–2728.
24.
Zureick, A., Yoon, S., and Scott, D. (1992). “Experimental investigation on concentrically loaded pultruded columns.”Proc., 2nd Int. Symp., Textile Compos. in Build. Constr., P. Hamlin and G. Verchery, eds., Paris, France, Part 2, 207–215.

Information & Authors

Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 1Issue 4November 1997
Pages: 140 - 149

History

Published online: Nov 1, 1997
Published in print: Nov 1997

Permissions

Request permissions for this article.

Authors

Affiliations

A. Zureick
Head, Structural Engineering and Mechanics Group, School of Civ. and Envir. Engrg., Georgia Inst. of Technol., Atlanta, GA 30332.
D. Scott
Former Grad. Student, School of Civ. and Envir. Engrg., Georgia Inst. of Technol., Atlanta, GA.

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