Experimental comparisons of connections for GFRP pultruded frames

Journal of Composites for Construction

Volumn 3, Issue 1, 1999, Pages 20-26

  Smith, S J ^a   Parsons, I D ^b   Hjelmstad, K D ^b  

^a UNIVERSITY OF WISCONSIN MADISON   (United States)

^b UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COLUMNS (STRUCTURAL); COMPOSITE BEAMS AND GIRDERS; CONNECTORS (STRUCTURAL); PULTRUSION; STIFFNESS; STRUCTURAL FRAMES;

BEAM COLUMN CONNECTIONS; PULTRUDED FRAMES;

GLASS FIBER REINFORCED PLASTICS;

EID: 0033077828     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(1999)3:1(20)     Document Type: Article

References (10)

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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.
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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.