تأثیر تقویت‌کنندۀ ورق فولاد گالوانیزه، آلومینیوم و الیاف شیشه بر عملکرد خمشی گلولام ساخته‌شده از صنوبر با اتصال‌دهندۀ پیچ

[1]. BS EN 301. (2013). Adhesives, Phenolic and Aminoplastic, for Load-Bearing Timber Structures-Classification and Performance Requirements. British Standards Institution.

[2]. Gagnon, S., and Pirvu, C. (2011). CLT handbook: cross-laminated timber. FPInnovations.

[3]. Eckelman, C. A. (2003). Textbook of Product Engineering and Strength Design of Furniture, Purdue University, West Lafayette, Indiana, 65-67.

[4]. BS EN 338:2009. Structural timber. Strength classes.

[5]. BS EN 1992-1-1. Eurocode 2. Design of concrete structures.

[6]. EN 1993-1-1. Eurocode 3: Design of Steel Structures.

[7]. Kliger, I.R., Haghani, R., Brunner, M., Harte, A.M., and Schober, K.U. (2016). Wood-based beams strengthened with FRP laminates: improved performance with pre-stressed systems. European Journal of Wood and Wood Products, 74(3): 319-330.

[8]. Coleman, G., and Hurst, H. (1974). Timber structures reinforced with light gage steel. Forest Products Journal, 24: 45-53.

[9]. Alam, P., and Ansell, M. (2012). The effects of varying nailing density upon the flexural properties of flitch beams. Journal of Civil Engineering Research, 2(1): 7-13.

[10]. Nowak, T.P., Jasieńko, J., and Czepiżak, D. (2013). Experimental tests and numerical analysis of historic bent timber elements reinforced with CFRP strips. Construction and Building Materials, 40: 197-206.

[11]. Ansell, M. P. (2015). Wood Composites, Woodhead Publishing.

[12]. Nowak, T., Jasieńko, J., Kotwica, E., and Krzosek, S. (2016). Strength enhancement of timber beams using steel plates–review and experimental tests. Drewno, 59(196):75-90.

[13]. Jankowski, L.J., Jasieńko, J., and Nowak, T.P. (2010). Experimental assessment of CFRP reinforced wooden beams by 4-point bending tests and photoelastic coating technique. Materials and Structures, 43(1):141-150.

[14]. Jasienko, J. (2001). Glue joints used for reinforcing the damaged ends of wooden beams. Structural Engineering International, 11(4): 246-250.

[15]. Raftery, G.M., and Harte, A.M. (2011). Low-grade glued laminated timber reinforced with FRP plate. Composites Part B: Engineering, 42(4): 724-735.

[16]. Standard method of testing small clear specimens of timber. Annual Book of ASTM Standard, 04.10, D 143. 2018.

[17]. Standard Practice for Establishing Characteristic Values for Flexural Properties of Structural Glued Laminated Timber by Full-Scale Testing. Annual Book of ASTM Standard, 04.10, D 7341, 2018.

[18]. Franke, S., Franke, B., and Harte, A.M. (2015). Failure modes and reinforcement techniques for timber beams-State of the art. Construction and Building Materials, 97: 2-13.

[19]. NDS (2018). National design specification for wood construction: recommended practice for structural design.

[20]. Bergman, R., Cai, Zh., Carll, C G., Clausen, C A., Dietenberger, M A., Falk, R H., Frihart, C R., Glass, S V., Hunt, C G., Ibach, R E., Kretschmann, D E., Rammer, D R and Ross, R J. (2010). Wood handbook: Wood as an engineering material. General Technical Report FPL-GTR-190. Madison, WI: U.S. Department of Agriculture, Forest Service, Forest Products Laboratory. 508 p.