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بررسی آزمایشگاهی و المان محدود تأثیر خاموتهای FRP در رفتار چرخهای اتصالات بتنی | ||
نشریه مهندسی عمران و محیط زیست دانشگاه تبریز | ||
مقاله 8، دوره 43.2، شماره 71، شهریور 1392، صفحه 11-23 اصل مقاله (1.74 M) | ||
نوع مقاله: مقاله کامل پژوهشی | ||
شناسه دیجیتال (DOI): --- | ||
نویسندگان | ||
محمدکاظم شربتدار* 1؛ احمد دالوند2؛ ابوذر حمزه نژادی2؛ علی نیکویی2 | ||
1دانشگاه سمنان - دانشکده مهندسی عمران | ||
2دانشکده مهندسی عمران، دانشگاه سمنان | ||
کلیدواژهها | ||
اتصال بتنی؛ خاموت FRP؛ المان محدود؛ شکلپذیری | ||
مراجع | ||
[1] Fukuyama, H., Masuda, Y., "Structural Performances of Concrete Frame Reinforced with FRP Reinforcement", Non-metallic (FRP) Reinforcement for Concrete Structures, E&FN Spon, London, 1995, pp. 275-286.
[2] Sharbatdar, M. K., "Concrete Columns and Beams Reinforced with FRP Bars and Grids under Monotonic and Reversed Cyclic Loading", PhD. Thesis, University of Ottawa, Ottawa, Canada, 2003. [3] Theodorakopoulos, D.D., Swamy, R. N., "A Design Model for Punching Shear of FRP-Reinforced Sslab-column Connections", Journal of Cement & Concrete Composites, 2008, 30, 544-555.
[4] Ceroni, F., "Experimental Performances of RC Beams Strengthened with FRP Materials", Journal of Construction and Building Materials 2010, 24, 1547-1559.
[5] Si-Larbi, A., Agbossou, A., Ferrier, E., Michel, L., "Strengthening RC Beams with Composite Fiber Cement Plate Reinforced by Prestressed FRP Rods: Experimental and Numerical Analysis", Journal of Composite Structures, 2012, 94, (3), 830-838. [6] Seyed. S., Mahini, Hamid, R., Ronagh," Strength and Ductility of FRP Web-Bonded RC Beams for the Assessment of Retrofitted Beam-Column joints", Journal of Composite Structures 2010, 92, 1325-1332. [7] Ghobarah, A., Said, A., "Shear Strengthening of Beam-Column Joints", Journal of Engineering Structures 2002, 24, 881-888. [8] Mukherjee, A., Joshi, M., "FRPC Reinforced Concrete Beam-Column Joints under Cyclic excitation", Journal of Composite Structures 2005, 70, 185-199. [9] ACI Committee 440 "Guide for the Design and Construction of Concrete Reinforced with FRP Bars", ACI440.1R-03, American Concrete Institute, USA, 41p, 2003. [10] Canadian Standards Association, "S806-02: Design and Construction of Building Components with Fiber - Reinforced Polymers", CSA, Rexdale Ontario, 2002. [11] Japanese Society of Civil Engineers (JSCE), "Recommendation for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials", Concrete Engineering Series 23, Tokyo, 1997. [12] Nanni, A., "North America Design Guidelines for Concrete Reinforcement and Strengthening Using FRP: Principles, Applications, and Unresolved Issues", Conference on FRP Composites in Civil Engineering, Hong Kong, 2001. [13] ACI Committee 318 "Building Code Requirements for Reinforced Concrete (ACI 318-71)", American Concrete Institute, Farmington Hills, MI, 1971. [14] Sharbatdar, M. K., Saatcioglu, M. Benmokrane, B., "Experimental Investigation Behaviour of Concrete Connections Reinforced with CFRP Bars & Grids” Composite Structures, 2011, 93 (10), 2439-2449. [15] ANSYS User’s Manual, 1996, 9th ed., SAS IP, Inc. | ||
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