Abstract
The polymer composite known as Glass Fibre Reinforced Polymer (GFRP) has several advantages over conventional materials. It has been slowly incorporated into civil infrastructures. Because of lack of knowledge about the behaviour and design criteria of structural connections, the wide-spread application of GFRP in this field has been rather limited. In this study, analytical and experimental behaviour of GFRP structural angle members with gusset plate connections for net-tension strength, with an emphasis on transmission line tower connections, were investigated. Thirty-five single-lap, single-bolted connections were tested. The widths of the gusset plate and edge distance were varied. A tensile load was applied on the joint and then failure modes and the corresponding loads were observed. The effect of the plate width and edge distance on the connection efficiency was also studied. Based on the studies, the optimum plate width and edge distance were determined as three and five times diameter of the bolt, respectively. A semi-empirical analytical stress concentration model proposed by Hart-Smith (1978), is adopted to determine the cross-correlation coefficient ‘C’ which is linearly correlated to the stress concentration factors of composite and elastic isotropic materials. Using regression analysis, the coefficient ‘C’ was obtained, and an ultimate net-tension strength design formula is proposed.
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References
Ascione, F. (2010). “A preliminary numerical and experimental investigation on the shear stress distribution on multi-row bolted FRP joints.” Mechanics Research Communications, Vol. 37, No. 2, pp. 164–168, DOI: 10. 1016/j.mechrescom.2010.01.006.
ASTM (2008). “Standard Test Method for Tensile Properties of Polymer Matrix Composite Materials.” D3039/D3039M-08.
Bakis, C. E., Bank, L. C., Brown, V. L., Cosenza, E., Davalos, J. F., Leskos, J. J., Machida, A., Rizkalla, S. H., and Triantafillsou, T. C. (2002). “Fiber-Reinforced polymer composite for construction.” Journal of Composite for Construction, pp. 73–87, DOI: 10.1061/(ASCE)1090-0268(2002)6:2(73).
Barbero, E. and GangaRao, H. V. S. (1991). “Structural applications of composites in infrastructure.” SAMPE Journal, Vol. 27, No. 6, pp. 8–16.
Coelho, A. M. G. and Mottram, T. J. (2015). “A review of the behaviour and analysis of bolted connections and joints in pultruded fibre reinforced polymers.” Materials and Design, Vol. 74, pp. 86–107, DOI: 10.1016/j.matdes.2015.02.011.
Cooper, C. and Turvey, G. J. (1995). “Effects of joint geometry and bolt torque on the structural performance of single bolt tension in pultruded GRP sheet material.” Composite Structures, Vol. 32, Nos. 1-4, pp. 217–226, 0263-8223(95)00071-2.
Davalos, F. F., Qiao, P., and Shan, L. (2006). “Advanced fiber-reinforced polymer [FRP] composite for use in civil engineering.” Advanced civil infra structure materials. Chapter 4, Science materials and applications. Edited by H. C. Wu; Wood head publishing: ISBN: 1-85573-943-7, pp. 118–2002.
Hart-Smith, L. J. (1978). “Mechanically-fastened joints for advanced composites–phenomenological considerations and simple analysis.” Proceedings. 4th Conference on Fibrous Composites in Structural Design. Plenum Publishing Corporation, New York. N.Y. pp. 543–574.
Hassan, N. K., Mohamed, A. M., and Rizkalla, S. H. (1997b). “Rational model for multibolted connections for gfrp.” Journal of Composites for Construction, pp. 71–78.
Hassan, N. K., Mohamedien, M. A. and Rizkalla, S. H. (1997a). “Multibolted joints for GFRP structural members.” Journal of Composites for Construction, pp. 3–9.
Hollaway, L. C. (2010). “A review of the present and future utilization of FRP composites in the civil infrastructure with reference to their in-service properties.” Construction and Building Materials, Vol. 24, pp. 2419–2445, DOI: 10.1016/j.conbuldmat.2010.04.062.
Humphrhey, M. F. (2013). “The use of polymeric composite in construction.” Queensland University of technology Australia, m.humphrhey@qut.edu.au
Johanson, D. W. (1993). “Tower constructed of Pultruded composites.” US patent No. 5,247,774, Date of Patent September 28-1993.
Kretsis, G. and Matthews, F. L. (1985). “The strength of bolted joints in glass fiber/epoxy laminates.” Composites, Vol. 16, No. 2, pp. 92–102, 0010-4361/85/020092-11.
Mottram, J. T. (2010). “Prediction of net-tension strength for multirow bolted connections of pultruded material using the Hart-Smith semiemperical modelling approach.” Journal of Composites for Construction ASCE, pp. 105–114, DOI: 10.106/(ASCE)CC.1943-5614.0000043.
Mottram, J. T. and Turvey, G. J. (2003). “Physical test data for the appraisal of design procedures for bolted joints in pultruded FRP structural shapes and systems.” Progress in Structural Engineering and Materials, pp. 195–222, DOI: 10.1002/pse.154.
Park, J. S., Lee, S., Joo, H. J., and Yoon, S. J. (2009). “Experimental and analytical investigations on the bolted joints in pultruded FRP structural members.” The second official International Conference of International Institute for FRP in Construction for Asia-Pacific Region(APFIS) 2009, pp. 395–400.
Prabhakaran, R. and Robertson, J. (1998). “An experimental investigation of load sharing in a multi-bolt pultruded composite joint.” Proceedings of ICCI 98 (2nd International Conference on Composites in Infrastructure) University of Arizona. II, pp. 355–368.
Prabhakaran, R. Razzaq, Z., and Devara, S. (1996). “Load and Resistance Factor Design (LRFD) approach for bolted joints in pultruded composites.” Composites, Part-B.27B, pp. 351–360.
Rosner, C. N. and Sami, H. R. (1995a). “Bolted connections for fiberreinforced composite structural members: Experimental Program.” Journal of Materials in Civil Engineering, pp. 223–231.
Rosner, C. N. and Sami, H. R. (1995b). “Bolted connections for fiberreinforced composite structural members: Analytical Model and Design Recommendations.” Journal of Materials in Civil Engineering, pp. 232–238.
Selvaraj, M. Kulkarni, S. M., and Ramesh Babu, R. (2012). “Structural evaluation of FRP Pultruded sections in over head transmission line towers.” International Journal of Civil and Structural Engineering, Vol. 2, No 3, pp. 943–949, DOI: 10. 6088/ijcser.00202030021.
Turvey, G. J. (1998). “Single-bolt tension joint tests on pultruded GRP plate–effects of tension direction relative to pultrusion direction.” Composite Structures, Vol. 42, No. 4, pp. 341–351.
Zureick, A. and Robert, S. (2000). “Behavior and design of concentrically loaded pultruded angle sections.” Journal of structural engineering/March 2000, pp. 406–416. Copyright ASCE, ISSN 0733-9445/00/0003-0406-0416/$8.00+$.50 per page. Paper No. 20374.
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Raghunathan, M.D., Senthil, R. & Palani, G.S. On the tensile capacity of single-bolted connections between GFRP angles and gusset plates-testing and modelling. KSCE J Civ Eng 21, 2259–2272 (2017). https://doi.org/10.1007/s12205-016-1102-4
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DOI: https://doi.org/10.1007/s12205-016-1102-4