بررسی تجربی رفتار اتصال میلگرد فولادی و پلیمری در جهت موازی الیاف چوب سپیدار

[1]. Vahedian, A., Shrestha, R., and Crews, K. (2019). Experimental and analytical investigation on CFRP strengthened glulam laminated timber beams: Full-scale experiments. Composites Part B: Engineering, 164: 377-389.

[2]. ASTM, D 3737 (2012). Standard Practice for Establishing Allowable Properties for Structural Glued Laminated Timber (Glulam).

[3]. Osmannezhad, S., Faezipour, M., and Ebrahimi, G. (2014). Effects of GFRP on bending strength of glulam made of poplar (Populus deltoids) and beech (Fagus orientalis). Construction and Building Materials, 51: 34-39.

[4]. Batchelar, M. L., and Mcintosh, K. A. (1998). Structural joints in glulam. In Proceedings of the 5th World conference in Timber Engineering, Montreux (pp. 17-20).

[5]. Deng, J. X. (1997). Strength of epoxy bonded steel connections in glue-laminated timber.

[6]. Tlustochowicz, G., Serrano, E., and Steiger, R. (2011). State-of-the-art review on timber connections with glued-in steel rods. Materials and Structures, 44(5): 997-1020.

[7]. Ansell, M. P., and Harvey, K. (2000). Improved timber connections using bonded-in GFRP rods. In Proceedings of 6^th WCTE world conference in timber engineering, Whistler, Canada.

[8]. Bengtsson, C., and Johansson, C. J. (2001). Glued-in rods- Development of test methods for adhesives. In International RILEM Symposium on Joints in Timber Structures, RILEM Publications sarl, Stuttgart, Germany (pp. 393-402).

[9]. Steiger, R., Serrano, E., Stepinac, M., Rajčić, V., O’Neill, C., McPolin, D., and Widmann, R. (2015). Strengthening of timber structures with glued-in rods. Construction and Building Materials, 97: 90-105.

[10]. Zhu, H., Faghani, P., and Tannert, T. (2017). Experimental investigations on timber joints with single glued-in FRP rods. Construction and Building Materials, 140: 167-172.

[11]. Steiger, R., Gehri, E., and Widmann, R. (2007). Pull-out strength of axially loaded steel rods bonded in glulam parallel to the grain. Materials and Structures, 40(1): 69-78.

[12]. Riberholt, H. (1988, September). Glued Bolts in Glulam, Proposal for CIB Code International Council for Building Research Studies and Documentation Working Commission W18. In Proceedings CIB-W18, Meeting (Vol. 21).

[13]. DIN, E., 26891, (1991). Timber structures; Joints made with mechanical fasteners; General principles for the determination of strength and deformation characteristics (ISO 6891), DIN Deutsches Institut für Normung e. V., Berlin, Germany.

[14]. Yeboah, D., Taylor, S., McPolin, D., Gilfillan, R., and 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.

[15]. Yan, Y., Liu, H., Zhang, X., Wu, H., and Huang, Y. (2016). The effect of depth and diameter of glued-in rods on pull-out connection strength of bamboo glulam. Journal of Wood Science, 62(1), 109-115.

[16]. Brühwiler, E., Vogel, T., Lang, T., and Lüchinger, P. (2012). Swiss standards for existing structures. Structural Engineering International, 22(2): 275-280.

[17]. Gardelle, V., and Morlier, P. (2007). Geometric parameters, which affect the short-term resistance of an axially loaded glued-in rod. Materials and structures, 40(1): 127-138.

[18]. Bernasconi, A. (2001, October). Behavior of axially loaded glued-in rods–requirements and resistance, especially for spruce timber perpendicular to the grain direction. In Proceedings of the CIB-W18 Meeting Thirty-Four, Venice, Italy.