Steel fiber reinforced

Gopalaratnam. V.S. and Shah. S P (1987). Tensile failure of steel fiber-reinforced mortar. ASCF.. 1. Fng. Mech. 113, 635-652. 

ACI Committee 544 (1988) Design consideration for steel fiber reinforced concrete. ACI 544.4R-88, American Concrete Institute, Detroit. 

The strength characteristics of steel fiber-reinforced RubCon depend on the reinforcement ratio p. The results of experiments show that an optimum saturation by fiber reinforcement is in the range of 2%-3%. Fiber clotting is observed at greater volumes of reinforcement, and results in a decrease in RubCon strength and serious constructive defects. 

Optimal parameters of steel fiber reinforcement are reinforcement ratio p = 2% relative length of fiber L/d = 100. 

Chemical Resistance of Steel Fiber-Reinforced RubCon... 

Figure 4.23 Prediction of flexural and compressive strengths of steel fiber reinforced latex-modified mortars.

DEFLECTION,. xlO mm Figure 4.33 Flexural load-deflection curves for steel fiber reinforced SBR- and EVA-modified mortars. 

Ohama, Y., Kan, S., and Sugahara, T., Flexural Behaviour of Steel Fiber Reinforced Polymer-Modified Mortars (in Japanese), pp. 67-70, Nihon-Kenchiku-Gakkai Tohoku-Shibu Kenkyu-Hokol hu, No. 38 (Nov. 1981)... 

SFRPCM, Steel fiber reinforced SBR-modified mortar CFRC, Carbon fiber reinforced cement... 

Fishbane, B.M. and Pond, R.B. 1977. Stainless steel fiber reinforcement of polymethylmethacrylate, Clin. Orthop., 12S, 490-498. 

P.S. Mang t, K. Gumsamy, Chloride diffusion in steel fiber reinforced marine concrete, Cem. Concr. Res. 17 (1987) 385-396. 

K. Koyabashi, T. Hoshino, and K. Tsuji, Effeet of steel fiber reinforced concrete on the corrosion behaviour of reinforcang steel embedded in eonerete members exposed to marine environments, Proceedings of the Japan Society of Civil Engineers (Tokyo), Vol. 12, No. 414, 1990, pp. 195-203 (Translation provided by N.V. Bekaert S.A.). 

FIGURE 6.11 Evidence of self-healing of cracks in PE fiber-reinforced HPFRCC (a) and PE-steel fiber-reinforced HPFRCC (b). (From Homma, D. et al., Journal of Advanced Concrete Technology, 7(2) 217-228, 2009. With permission.)... 

Y. Ohama, S. Kan and T. Sugahara Physical properties of steel fiber reinforced polymer-modified mortars, in Proceedings of the 25th Japan Congress on Materials Research, The Society of Materials Science, Japan, Kyoto (1982), pp.234-238. 

Otter, D.E., Naaman, A.E. (1988). Properties of Steel Fiber Reinforced Concrete Under Cyclic Loading, AC/Mflfm flZs /., Vol. 85, No. 4, pp. 254-261. ISSN 0889325X. 

Miao, C. Mu, R. Tian, Q. Sun, W. (2002). Effect of Sulphate Solution on the Frost Resistance of Concrete with and without Steel Fiber Reinforcement, Cement and Concrete Research, Vol. 32, No. 1, pp. 31-34, ISSN 0008-8846. 

Figure 11.22. Load vs. deflection curves for plain and fiber-reinforced mortars, both natural and polymer-impregnated, (a) Plain mortar (b) plain, steel-fiber-reinforced mortar (c) polymer-impregnated mortar (d) polymer-impregnated, steel-fiber-reinforced mortar. (Flajsman et al, 1971.)...

Mandel, J.A., Sun, W., and Said, S. (1987) Studies of the properties of the fiber-matrix interface in steel fiber reinforced mortar. ACL Materials Journal, 84, 101-109. 

Gottschall A. and S. Hollnsteiner. 1985. Steel fiber reinforced asphalt. Proceedings of the 3rd Eurobitume, Session IV, p. 518. Hague. 

Steel fibers guarantee good properties of the fiber-reinforced composite material, but must be used only in combination with binders that protect the fibers from corrosion. This requirement is generally fulfilled in cements in which the pore solution of the hardened paste has a pH higher than about 11. Portland cement is one of the binders that meets this requirement, and is most widely used in combination with steel fibers (Bentur et ai, 1985b, 1985c Bentur, 1989 Marchese and Marchese, 1992). Both the compressive and the flexural strength of steel fiber reinforced concrete made with Portland cement... 

Bentur, A., Diamond, S., and Mindess, S. (1985b) Cracking process in steel fiber reinforced cement paste. Cement and Concrete Research 15, 331-342. 

Wang, Y., Li, V.C., and Backer, S. (1988) Analysis of synthetic fiber pull-out from a cement matrix. Materials Research Society Symposium Proceedings 114, 159-165. Wise, S. et al. (1988) Chopped steel fiber reinforced chemically bonded ceramic (CRC) composites. Materials Research Society Symposium Proceedings 114, 197-203. 

Igarashi, S., Bentur, A., Mindess, S. (1996) The effect of processing on the bond and interfaces in Steel Fiber Reinforced Cement Composites , Cement and Concrete Composites, 18(5) 313-22. 

Tanigawa, Y., Hatanaka, S., Mori, H. (1980) Stress-strain behaviour of steel fiber reinforced concrete under compression, Trans, of the Japan Conor. Inst., 2 187-94. 

Banthia, N., Mindess, S., Trottier, J.-F. (1996) Impact resistance of steel fiber reinforced concrete, ACI Materials Journal, 93(5) 472-9. 

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