The Influence of Steel and Basalt Fibers on the Shear and Flexural Capacity of Reinforced Concrete Beams
The Influence of Steel and Basalt Fibers on the Shear and Flexural Capacity of Reinforced Concrete Beams
参考文献11
-
1D.H. Lim, B.H. Oh, Experimental and theoretical investigation on the shear of steel fiber reinforced concrete beams, Engineering Structures 21 (10) (1999) 937-944.
-
2T. Domatiski, A. Czkwianianc, Influence of steel fibers on the strains in shear zones in two-span beams, in: Proceedings of the National Conference on the Research Problems in Civil Engineering, Krynica, Poland, 2004. (in Polish).
-
3H.H. Dinh, G.J. Parra-Montesinos, J.K. Weight, Shear behavior of steel fiber-reinforced concrete beams without stirrup reinforcement, ACI Structural Journal 107 (5) (2010) 597-606.
-
4H. Aoude, M. Belghiti, W.D. Cook, D. Mitchell, Response of steel fiber-reinforced concrete beams with and without stirrups, ACI Structural Journal 109 (3) (2012) 359-368.
-
5R. Salna, G. Marciukaitis, The influence of shear span ratio an load capacity of steel fiber reinforced concrete elements with various steel fiber volumes, Journal of Civil Engineering and Management 13 (3) (2007) 209-215.
-
6A. Lapko, J. Krassowska, Shear and bending effects in steel fiber reinforced concrete beams, in: Engineering UBI 2011: International Conference on "Innovation and Development", Covilht,, Portugal, 2011.
-
7Z. Jamrozy, Concrete and Its Technologies, Polish Scientific Publishers PWN, Warsaw, 2003. (in Polish).
-
8Z. Owsiak, Composite Materials Selected Issues, Silesian University of Technology Publishing, Kielce, 2006. (in Polish).
-
9J. Krassowska, A. Lapko, The influence of basalt fibers on the shear and flexural capacity of reinforced concrete continuous beams, in: First International Conference for Ph.D. Students in Civil Engineering, CE-PhD 2012, Cluj-Napoca, Romania, Nov. 4-7, 2012.
-
10P. lwaniuk, Strengthening of reinforced concrete beams shear zones using the local fiber-cement with steel fibers, Master Thesis, Department of Civil and Environmental Engineering, Bialystok University of Technology, Poland, 2011. (in Polish).
-
1Hasan Nikopour,M. Nehdi,P. Broumand.Experimental and Computational Investigation of Hybrid FRP Bonded-Reinforced Concrete Beams under Cyclic Loading[J].Journal of Civil Engineering and Architecture,2012,6(3):322-333. 被引量：1
-
2刘涛,谢琦.芳纶纤维在混凝土梁中的应用分析[J].内江职业技术学院学报,2008,2(1):53-56.
-
3管俊峰,赵顺波,黄承逵.Crack elongation and its width of large depth reinforced concrete beams[J].Journal of Harbin Institute of Technology(New Series),2010,17(5):631-635. 被引量：2
-
4George C. Manos Kostas Katakalos Vladimiros Kourtides.A Hybrid Device for Anchoring FRP Sheets Aimed to Enhance the Flexural Capacity of RC Elements[J].Journal of Civil Engineering and Architecture,2013,7(3):249-260.
-
5Feras ALZOUBI.Shear strengthening of pre-damaged reinforced concrete beams with carbon fiber reinforced polymer sheet strips[J].Journal of Chongqing University,2007,6(4):305-310.
-
6Patel Rakesh,Dubey Sheo Kumar,Pathak Krishna Kant.Infilled Reinforced Concrete Beams for Sustainable Construction[J].Journal of Civil Engineering and Architecture,2013,7(11):1369-1374.
-
7Feng WU,Jing-hai GONG,Zhang ZHANG.Calculation of corrosion rate for reinforced concrete beams based on corrosive crack width[J].Journal of Zhejiang University-Science A(Applied Physics & Engineering),2014,15(3):197-207. 被引量：4
-
8顾书英,岳莉.合成纤维在混凝土中的应用[J].合成纤维,2000,29(1):16-18. 被引量：13
-
9Marta Slowik.Analysis of Shear Failure in Reinforced Concrete Beams without Stirrups[J].Journal of Civil Engineering and Architecture,2010,4(8):45-52.
-
10郑文忠,万夫雄,李时光.Experimental research on refractory performance of reinforced concrete beams strengthened with CFRP sheets bonded with an inorganic adhesive[J].Journal of Harbin Institute of Technology(New Series),2010,17(4):568-574. 被引量：2
