Experimental Comparisons of Connections for GFRP Pultruded Frames
Publication: Journal of Composites for Construction
Volume 3, Issue 1
Abstract
The results of an experimental investigation demonstrate that innovative connection details designed to connect glass fiber reinforced plastic (GFRP) box section beams and columns can produce substantial increases in joint stiffness and strength when compared to standard connection details based on steel design concepts using GFRP I-beams. Increases in stiffness and strength of 90% and 330%, respectively, are observed. A novel monolithic connection element, the cuff, is introduced to avoid many of the pitfalls associated with current practice. A series of connection geometries was built and tested to demonstrate the advantages of such a system.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Bank, L. C., Mosallam, A. S., and Gonsoir, H. E. ( 1990). “Beam-to-column connections for pultruded FRP structures.” Serviceability and Durability of Constr. Mat. Proc., 1st Mat. Engrg. Congr., B. Suprenant, ed., ASCE, Reston, Va., 804–813.
2.
Bank, L. C., Mosallam, A. S., and McCoy, G. T. ( 1994). “Design and performance of connections for pultruded frame structures.” J. Reinforced Plastics and Compos., 13, 199–212.
3.
Extren design manual . (1989). Strongwell (formerly Morrison Molded Fiber Glass), Bristol, Va.
4.
Mosallam, A. S. ( 1993). “Stiffness and strength characteristics of PFRP UC/beam-to-column connections.” Compos. Mat. Technol., PD-Vol. 53, Proc., ASME Energy-Sources Technol. Conf. and Expo, American Society of Mechanical Engineers, New York, 275–283.
5.
Mosallam, A. S., Abdelhamid, M. K., and Conway, J. H. ( 1994). “Performance of pultruded FRP connections under static and dynamic loads.” J. Reinforced Plastics and Compos., 13, 386–407.
6.
Mottram, J. T., and Bass, A. J. ( 1994). “Moment-rotation behavior of pultruded beam-to-column connections.” Proc., 12th ASCE Struct. Congr., ASCE, Reston, Va., 423–428.
7.
Mottram, J. T., and Zheng, Y. ( 1996). “State-of-the-art review on the design of beam-to-column connections.” Compos. Struct., 35, 387–401.
8.
Smith, S. J. ( 1997). “An investigation of beam-to-column connections for composite structural systems,” PhD thesis, University of Illinois, Urbana, Ill.
9.
Smith, S. J., Parsons, I. D., and Hjelmstad, K. D. ( 1998). “An experimental study of the behavior of connections for pultruded GFRP I-beams and rectangular tubes.” Compos. Struct., in press.
10.
Strongwell Profile Newsletter . (1995). Spring.
Information & Authors
Information
Published In
History
Received: Nov 10, 1997
Published online: Feb 1, 1999
Published in print: Feb 1999
Authors
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.