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JCR 2016
جستجوی مقالات
دوشنبه 1 دی 1404
International Journal of Engineering
، جلد ۳۵، شماره ۱، صفحات ۷۳-۹۲
عنوان فارسی
چکیده فارسی مقاله
کلیدواژههای فارسی مقاله
عنوان انگلیسی
Strengthening of RC Beams using Steel Plate-Fiber Concrete Composite Jackets (Finite Element Simulation and Experimental Investigation)
چکیده انگلیسی مقاله
In this research, steel plate-fiber concrete composite jackets (SPFCJ) was used to strengthen the RC beams. The accuracy of the analysis method was evaluated by modeling RC beams fabricated in the laboratory, and a good agreement was observed. Variables in the finite element method (FEM) analysis include the strength class of concrete used in the main beam (15, 20, and 25 MPa), the beam length (1.4 and 2.8 m), the type of jackets (RC jacket, SPFCJ, and CFRP sheet), and jacket thickness (40, 60 and 80 mm). SPFCJ is effective for all three concrete grades and increased the energy absorption capacity by 1.88, 2.07, and 2.25 times, respectively. The bearing capacity of the strengthened beam with 60 mm composite jackets increased by 79 and 20% more than the values corresponding to jackets with 40 and 80 mm thickness. The jacket thickness parameter significantly influences the response of strengthened beams with the proposed composite jackets. Depending on the dimensions and geometric characteristics of the beam, the appropriate thickness for the jacket should be considered, and increasing the thickness can not always improve the beam bearing capacity.
کلیدواژههای انگلیسی مقاله
strengthening,Simulation Method,Concrete-steel composite jacket,Load-deflection curves,Crack distribution,Load Bearing Capacity
نویسندگان مقاله
M. Shadmand |
Department of Civil Engineering, Sanandaj Branch, Islamic Azad University, Sanandaj, Iran.
A. Hedayatnasab |
Department of Civil Engineering, Sanandaj Branch, Islamic Azad University, Sanandaj, Iran.
O. Kohnehpooshi |
Department of Civil Engineering, Sanandaj Branch, Islamic Azad University, Sanandaj, Iran.
نشانی اینترنتی
https://www.ije.ir/article_138817_bac9f26771297ee0ca5a481998b90419.pdf
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en
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