How to cite this paper
Gand, A., Yeboah, D., Khorami, M., Olubanwo, A & Lumor, R. (2018). Behaviour of strengthened timber beams using near surface mounted Basalt Fibre Reinforced Polymer (BFRP) rebars.Engineering Solid Mechanics, 6(4), 341-352.
Refrences
Adams, R. D. (Ed.). (2005). Adhesive bonding: science, technology and applications. Elsevier.
Alam, P., Ansell, M. P., & Smedley, D. (2009). Mechanical repair of timber beams fractured in flexure using bonded-in reinforcements. Composites Part B: Engineering, 40(2), 95-106.
Asplund, S. O. (1949, January). Strengthening bridge slabs with grouted reinforcement. In Journal Proceedings (Vol. 45, No. 1, pp. 397-406).
Bank, L. C. (2006). Composites for construction: structural design with FRP materials. John Wiley & Sons.
Borri, A., Corradi, M., & Grazini, A. (2005). A method for flexural reinforcement of old wood beams with CFRP materials. Composites Part B: Engineering, 36(2), 143-153.
Broughton, J. G., & Hutchinson, A. R. (2003). Review of relevant materials and their requirements for timber repair and restoration. LICONS (low intrusion conservation systems for timber structures, CRAF-1999-71216, Task 2.2.
Burgoyne, C., & Balafas, I. (2007, July). Why is FRP not a financial success. In Proc. 8th Intl. Conf. on FRP Reinforcement for Reinforced Concrete Structures, FRPRCS-8, Univ. of Patras, Patras, Greece.
Custodio, J., & Broughton, J. G. (2008). Factors influencing bond performance. Core Document of COST Action E34, Bonding of timber. Vienna: University of Natural Resources and Applied Life Sciences.
Davalos, J. F., Qiao, P., & Trimble, B. S. (2000). Fiber-reinforced composite and wood bonded interfaces: Part 1. Durability and shear strength. Journal of Composites, Technology and Research, 22(4), 224-231.
Dempsey, D. D., & Scott, D. W. (2006). Wood members strengthened with mechanically fastened FRP strips. Journal of Composites for Construction, 10(5), 392-398.
Fossetti, M., Minafò, G., & Papia, M. (2015). Flexural behaviour of glulam timber beams reinforced with FRP cords. Construction and Building Materials, 95, 54-64.
Harvey, K., & Ansell, M. P. (2000). Improved timber connections using bonded-in GFRP rods 6th World Conference on Timber Engineering. Canada: Whistler.
Hollaway, L. C., & Teng, J. G. (Eds.). (2008). Strengthening and rehabilitation of civil infrastructures using fibre-reinforced polymer (FRP) composites. Elsevier.
Juvandes, L. F. P., & Barbosa, R. M. T. (2012). Bond analysis of timber structures strengthened with FRP systems. Strain, 48(2), 124-135.
Li, Y. F., Tsai, M. J., Wei, T. F., & Wang, W. C. (2014). A study on wood beams strengthened by FRP composite materials. Construction and Building Materials, 62, 118-125.
Micelli, F., Scialpi, V., & La Tegola, A. (2005). Flexural reinforcement of glulam timber beams and joints with carbon fiber-reinforced polymer rods. Journal of Composites for Construction, 9(4), 337-347.
McConnell, E., McPolin, D., & Taylor, S. (2014). Post-tensioning of glulam timber with BFRP tendons. Proceedings of ICE-Construction Materials, 1-9.
Morales-Conde, M. J., Rodríguez-Liñán, C., & Rubio-de Hita, P. (2015). Bending and shear reinforcements for timber beams using GFRP plates. Construction and Building Materials, 96, 461-472.
Raftery, G. M., Harte, A. M., & Rodd, P. D. (2009). Bond quality at the FRP–wood interface using wood-laminating adhesives. International Journal of Adhesion and Adhesives, 29(2), 101-110.
Raftery, G. M., & Harte, A. M. (2011). Low-grade glued laminated timber reinforced with FRP plate. Composites Part B: Engineering, 42(4), 724-735.
Silva, P., Cachim, P., & Juvandes, L. (2004). Técnicas avançadas de reforço de estruturas de Madeira com compósitos reforçados com fibras (FRP). In Proceeding 1st Iberic Congress Cimad’04-Wood in Construction (pp. 613-622).
Subramanian, N. (2010). Sustainability of RCC structures using basalt composite rebars. The Master Builder, 12(9), 156-64.
Subramanian, R. V., Sundaram, V., & Patel, A. K. (1978). Electrodeposition of Polymers of Graphite Fibers: Effects on Composite Properties (No. TR-4). WASHINGTON STATE UNIV PULLMAN DEPT OF MATERIALS SCIENCE AND ENGINEERING.
Taylor, S., Robinson, D., & Sonebi, M. (2011). Basalt-fibre-reinforced polymer. Concrete-Camberley, 45(4), 48.
Urbanski, M., Lapko, A., & Garbacz, A. (2013). Investigation on concrete beams reinforced with basalt rebars as an effective alternative of conventional R/C structures. Procedia Engineering, 57, 1183-1191.
Yeboah, D., Taylor, S., McPolin, D., Gilfillan, R., & Gilbert, S. (2011). Behaviour of joints with bonded-in steel bars loaded parallel to the grain of timber elements. Construction and Building Materials, 25(5), 2312-2317.
Yeboah, D., Taylor, S., McPolin, D., & Gilfillan, R. (2013). Pull-out behaviour of axially loaded Basalt Fibre Reinforced Polymer (BFRP) rods bonded perpendicular to the grain of glulam elements. Construction and Building Materials, 38, 962-969.
Yusof, A., & Saleh, A. L. (2010). Flexural strengthening of timber beams using glass fibre reinforced polymer. Electronic Journal of Structural Engineering, 10, 45-56.
Zhishen, W., Xin, W., & Gang, W. (2012). Advancement of structural safety and sustainability with basalt fiber reinforced polymers. CICE2012, Rome, 13, 15-29.
Alam, P., Ansell, M. P., & Smedley, D. (2009). Mechanical repair of timber beams fractured in flexure using bonded-in reinforcements. Composites Part B: Engineering, 40(2), 95-106.
Asplund, S. O. (1949, January). Strengthening bridge slabs with grouted reinforcement. In Journal Proceedings (Vol. 45, No. 1, pp. 397-406).
Bank, L. C. (2006). Composites for construction: structural design with FRP materials. John Wiley & Sons.
Borri, A., Corradi, M., & Grazini, A. (2005). A method for flexural reinforcement of old wood beams with CFRP materials. Composites Part B: Engineering, 36(2), 143-153.
Broughton, J. G., & Hutchinson, A. R. (2003). Review of relevant materials and their requirements for timber repair and restoration. LICONS (low intrusion conservation systems for timber structures, CRAF-1999-71216, Task 2.2.
Burgoyne, C., & Balafas, I. (2007, July). Why is FRP not a financial success. In Proc. 8th Intl. Conf. on FRP Reinforcement for Reinforced Concrete Structures, FRPRCS-8, Univ. of Patras, Patras, Greece.
Custodio, J., & Broughton, J. G. (2008). Factors influencing bond performance. Core Document of COST Action E34, Bonding of timber. Vienna: University of Natural Resources and Applied Life Sciences.
Davalos, J. F., Qiao, P., & Trimble, B. S. (2000). Fiber-reinforced composite and wood bonded interfaces: Part 1. Durability and shear strength. Journal of Composites, Technology and Research, 22(4), 224-231.
Dempsey, D. D., & Scott, D. W. (2006). Wood members strengthened with mechanically fastened FRP strips. Journal of Composites for Construction, 10(5), 392-398.
Fossetti, M., Minafò, G., & Papia, M. (2015). Flexural behaviour of glulam timber beams reinforced with FRP cords. Construction and Building Materials, 95, 54-64.
Harvey, K., & Ansell, M. P. (2000). Improved timber connections using bonded-in GFRP rods 6th World Conference on Timber Engineering. Canada: Whistler.
Hollaway, L. C., & Teng, J. G. (Eds.). (2008). Strengthening and rehabilitation of civil infrastructures using fibre-reinforced polymer (FRP) composites. Elsevier.
Juvandes, L. F. P., & Barbosa, R. M. T. (2012). Bond analysis of timber structures strengthened with FRP systems. Strain, 48(2), 124-135.
Li, Y. F., Tsai, M. J., Wei, T. F., & Wang, W. C. (2014). A study on wood beams strengthened by FRP composite materials. Construction and Building Materials, 62, 118-125.
Micelli, F., Scialpi, V., & La Tegola, A. (2005). Flexural reinforcement of glulam timber beams and joints with carbon fiber-reinforced polymer rods. Journal of Composites for Construction, 9(4), 337-347.
McConnell, E., McPolin, D., & Taylor, S. (2014). Post-tensioning of glulam timber with BFRP tendons. Proceedings of ICE-Construction Materials, 1-9.
Morales-Conde, M. J., Rodríguez-Liñán, C., & Rubio-de Hita, P. (2015). Bending and shear reinforcements for timber beams using GFRP plates. Construction and Building Materials, 96, 461-472.
Raftery, G. M., Harte, A. M., & Rodd, P. D. (2009). Bond quality at the FRP–wood interface using wood-laminating adhesives. International Journal of Adhesion and Adhesives, 29(2), 101-110.
Raftery, G. M., & Harte, A. M. (2011). Low-grade glued laminated timber reinforced with FRP plate. Composites Part B: Engineering, 42(4), 724-735.
Silva, P., Cachim, P., & Juvandes, L. (2004). Técnicas avançadas de reforço de estruturas de Madeira com compósitos reforçados com fibras (FRP). In Proceeding 1st Iberic Congress Cimad’04-Wood in Construction (pp. 613-622).
Subramanian, N. (2010). Sustainability of RCC structures using basalt composite rebars. The Master Builder, 12(9), 156-64.
Subramanian, R. V., Sundaram, V., & Patel, A. K. (1978). Electrodeposition of Polymers of Graphite Fibers: Effects on Composite Properties (No. TR-4). WASHINGTON STATE UNIV PULLMAN DEPT OF MATERIALS SCIENCE AND ENGINEERING.
Taylor, S., Robinson, D., & Sonebi, M. (2011). Basalt-fibre-reinforced polymer. Concrete-Camberley, 45(4), 48.
Urbanski, M., Lapko, A., & Garbacz, A. (2013). Investigation on concrete beams reinforced with basalt rebars as an effective alternative of conventional R/C structures. Procedia Engineering, 57, 1183-1191.
Yeboah, D., Taylor, S., McPolin, D., Gilfillan, R., & Gilbert, S. (2011). Behaviour of joints with bonded-in steel bars loaded parallel to the grain of timber elements. Construction and Building Materials, 25(5), 2312-2317.
Yeboah, D., Taylor, S., McPolin, D., & Gilfillan, R. (2013). Pull-out behaviour of axially loaded Basalt Fibre Reinforced Polymer (BFRP) rods bonded perpendicular to the grain of glulam elements. Construction and Building Materials, 38, 962-969.
Yusof, A., & Saleh, A. L. (2010). Flexural strengthening of timber beams using glass fibre reinforced polymer. Electronic Journal of Structural Engineering, 10, 45-56.
Zhishen, W., Xin, W., & Gang, W. (2012). Advancement of structural safety and sustainability with basalt fiber reinforced polymers. CICE2012, Rome, 13, 15-29.