Study on fracture characteristics of reinforced concrete wedge splitting tests |
HU, Shaowei
(Materials & Structural Engineering Department, Nanjing Hydraulic Research Institute)
XU, Aiqing (College of Mechanics and Materials, Hohai University) HU, Xin (Materials & Structural Engineering Department, Nanjing Hydraulic Research Institute) YIN, Yangyang (College of Mechanics and Materials, Hohai University) |
1 | Bencardino, F., Rizzuti, L., Spadea, G. et al. (2010), "Experimental evaluation of fiber reinforced concrete fracture properties", Compos. Part B Eng., 41(1), 17-24. DOI |
2 | Carmona, J.R., Porras, R., Yu, R.C. et al. (2013), "A fracture mechanics model to describe the buckling behavior of lightly reinforced concrete columns", Eng. Struct., 49(2), 588-599. DOI |
3 | DL/T5332-2005 (2005), Norm for fracture test of hydraulic concrete, China Electric Power Press, Beijing, China. |
4 | Englekirk, R.E. (2010), "Effective stiffness of reinforced concrete columns", ACI Struct. J., 107(3), 372-381. |
5 | Fan, X.Q. and Hu, S.W. (2013), "Influence of crack initiation length on fracture behaviors of reinforced concrete", Appl. Clay Sci., 79, 25-29. DOI |
6 | Hu, S.W. and Xu, A.Q. (2015), "Effect analysis on fracture morphology of non-standard concrete wedge splitting tests by different height to width ratio", J. Chin. Ceramic Soc., 43(10), 1492-1499. |
7 | Hu, S.W., Mi, Z.X. and Lu, J. (2012), "Effect of crack-depth ratio on double-k fracture parameter of reinforced concrete", Appl. Mech. Mater., 226, 937-941, Trans Tech Publications. |
8 | Kang, S.T., Lee, Y., Park, Y.D. and Kim, J.K. (2010), "Tensile fracture properties of an Ultra High Performance Fiber Reinforced Concrete (UHPFRC) with steel fiber", Compos. Struct., 92(1), 61-71. DOI |
9 | Lu, W.Y., Lin, I.J. and Yu, H.W. (2013), "Shear strength of reinforced concrete deep beams", ACI Struct. J., 110(4), 671-680. |
10 | Maji, A., Orozco, A. and Acree, R. (2001), "Fracture analysis of FRP reinforced concrete beams", J. Eng. Mech., 127(6), 620-624. DOI |
11 | Sagaseta, J. and Vollum, R.L. (2011), "Influence of aggregate fracture on shear transfer through cracks in reinforced concrete", Mag. Concrete Res., 63, 119-137. DOI |
12 | Sener, S., Barr, B.I.G. and Abusiaf, H.F. (2004), "Size effect in axially loaded reinforced concrete columns", J. Struct. Eng., 130(4), 662-670. DOI |
13 | Sih, G.C. (1973), "Handbook of stress-intensity factors, institute of fracture and solid mechanics, Lehigh University, methods of analysis and solutions of crack problems, Springer Science & Business Media. |
14 | Srawley, J.E. and Gross, B.(1972), "Stress intensity factors for bend and compact specimens", Eng. Fract. Mech., 4(3), 587-589. DOI |
15 | Tada, H., Paris, P.C. and Irwin, G.R. (2000), The analysis of cracks handbook, ASME Press, New York, NY, USA. |
16 | Vecchio, F.J. (2000), "Disturbed stress field model for reinforced concrete: formulation", J. Struct. Eng., 126(9), 1070-1077. DOI |
17 | Zhang, X.X., Elazim, A.M.A., Ruiz, G. et al. (2014), "Fracture behaviour of steel fibre-reinforced concrete at a wide range of loading rates", Int. J. Impact Eng., 71(6), 89-96. DOI |
18 | Xu, S.L. and Reinhardt, H.W.(1999), "Determination of double- K criterion for crack propagation in quasibrittle fracture, Part III: Compact tension specimens and wedge splitting specimens", Int. J. Fract., 98(2), 179-193. DOI |