TECHNICAL PAPERS
Nov 15, 2004

Experimental Study of a Bonded Plastic Fiber Reinforced Polymer Connector Assembly

Publication: Journal of Composites for Construction
Volume 8, Issue 6

Abstract

In this paper the physical behaviors of a connection assembly comprising a molded glass reinforced plastic [plastic fiber reinforced polymer (PFRP)] connector unit currently commercially manufactured from sheet molding compound and two pultruded PFRP box section beams/columns are examined. A detailed review highlights the apparent lack of research in this area. A limited number of studies have indicated the potential benefits of this joining technology in comparison to mimicking steel-type connections in which ductility is exploited. Reflecting the internal asymmetries of the connector unit, rotationally similar tests have been undertaken in which the connection assembly has been subjected to loading and boundary conditions inducing predominantly shear and bending states, respectively. Load-displacement characteristics, strain measurements, and failure modes are reported. In the context of the basic geometric design of the connector unit and low strength parent material, the connection assembly is shown to perform well, mobilizing up to 26% of the ultimate bending strength of the pultruded box section and demonstrating the potential of the joining technology.

Get full access to this article

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

References

1.
Bank, L.C., and Mosallam, A.S. ( 1991). “Performance of pultruded FRP beam-to-column connections.” Proc., 49th ASCE Structures Congress, New York, 389–392.
2.
Bank, L.C., Mosallam, A.S., and Gonsior, H.E. ( 1990). “Beam-to-column connections for pultruded FRP structures.” Proc. 1st Materials Engineering Congress, ASCE, New York, 804–813.
3.
Bank, L. C., Mosallam, A. S., and McCoy, G. T. (1994). “Design and performance of connections for pultruded frame structures.” J. Reinf. Plast. Compos., 13, 199–212.
4.
Chan, W.S. ( 1997). “Chapter 7: Fracture and damage mechanics in laminated composites.” Composite engineering handbook, P. K. Mallick, ed., Dekker, New York, 309–370.
5.
Gosling, P. D., and Saribiyik, M. (2003). “Nonstandard tensile coupon for fiber-reinforced plastics.” J. Mater. Civ. Eng., 15(2), 108–117.
6.
Mosallam, A.S. ( 1994). “Connections for pultruded composites: A review and evaluation.” Proc., 3rd Materials Engineering Conf., ASCE, New York, 1001–1017.
7.
Mottram, J.T. ( 1998). “Chapter 5: Bonded connections.” State-of-the-art review on design, testing, analysis and applications of polymeric composite connections, J. T. Mottram and G. J. Turvey, eds., European Commission, 56–70.
8.
, J. T. Mottram, and, G. J. Turvey, eds., ( 1998). State-of-the-art review on design, testing, analysis and applications of polymeric composite connections, European Commission.
9.
Mottram, J. T., and Zheng, Y. (1996). “State-of-the-art review on the design of beam-to-column connections for pultruded frames.” Compos. Struct., 35(4), 387–401.
10.
Nagaraj, V., and Gangarao, H. V. C., (1998). “Fatigue behavior and connection efficiency of pultruded GFRP beams.” J. Compos. Constr., 2(1), 57–65.
11.
Smith, S.J., ( 1997). “An investigation of beam-to-column connections for composite structural systems.” PhD thesis, Univ. of Illinois, Urbana, Ill.
12.
Smith, S. J., Parsons, I. D., and Hjelmstad, K. D. (1998). “An experimental study of the behaviour of connections for pultruded GFRP I-beam and rectangular tubes.” Compos. Struct., 42, 281–290.
13.
Structural design of polymer composites—EUROCOMP design code and handbook, (1996). J. L. Clarke, ed., Chapman & Hall, London.

Information & Authors

Information

Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 8Issue 6December 2004
Pages: 549 - 559

History

Published online: Nov 15, 2004
Published in print: Dec 2004

Permissions

Request permissions for this article.

Authors

Affiliations

M. Saribiyik
Lecturer, Dept. of Structural Engineering, Faculty of Technical Education, Univ. of Sakarya, 54100 Adapazari, Turkey.
P. D. Gosling
Senior Lecturer in Structural Engineering, School of Civil Engineering and Geosciences, Univ. of Newcastle, Newcastle NE1 7RU, U.K. (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.

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