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Design and Experimental Analysis of Steel Fibre Reinforced Concrete
Abstract
The concrete structure when exposed to elevated temperatures, shows the various compound changes in the substantial which prompts weakening of the construction. The principle objective of the review is to diminish the underlying component disappointment when presented to raised temperature, which thusly builds the departure time of the inhabitants during fire mishaps. Further, when the structures are presented to fire, there is the opportunities for the opposite finish of the structure to stay un-terminated, yet the components might be exposed to serious temperature, which is like the heater openness. According to IS 3800 - 1979 (Reaffirmed 2002), the current review zeroed in on the substantial getting presented to raised temperatures of 150ºC, 350 ºC, 550 ºC and 750ºC for the sustained period of 1 hour. In the real world application, concrete after subsequent heating and cooling leads to a reduction in strength. The melting place of steel fiber is noted to be high contrasted with different filaments, which adds as a valuable component for adding steel strands in substantial when exposed to high temperature.
Keywords: Steel Fibres, Temperature, Mechanical properties, FEM, RSM, NDTReferences
Howes R, Hadi MNS, South W. Concrete strength reduction due to over compaction.
Construction and Building Materials. 2019; 197: 725–733.
Han J, Zhao M, Chen J, Lan X. Effects of steel fiber length and coarse aggregate maximum size
on mechanical properties of steel fiber reinforced concrete. Construction and Building Materials.
; 209: 577–591.
Bailey CG, Ellobody E. Whole-building behavior of bonded post-tensioned concrete floor plates
exposed to fire. Engineering Structures. 2009; 31: 1800–1810.
Ozbolt J, Bosnjak J, Periskic G, Sharma A. 3D numerical analysis of reinforced concrete beams
exposed to elevated temperature. Engineering Structures. 2014; 58(9): 66–74.
Arisoy B, Wu HC. Material characteristics of high performance lightweight concrete reinforced
with PVA. Construction and Building Materials. 2008; 22: 635–645.
Ganesan N, Indira PV, Sabeena MV. Tension stiffening and cracking of hybrid fiber-reinforced
concrete. ACI Materials Journal. 2013; 110(6): 715–722.
Yurtseven AE. Determination of mechanical properties of hybrid fiber reinforced concrete. [MSc
thesis] METU, Ankara, Turkey; 2004.
Xiao J, Hou Y, Huang Z. Beam test on bond behavior between high grade rebar and high-strength
concrete after elevated temperatures. Fire Safety Journal. 2014; 69: 23–35.
Chadha RP, Mundhada AR. Effect of Fire on Flexural Strength of Reinforced Concrete Beam’,
International Journal of Engineering Research and Technology. 2012; 1(3): 1–6.
Tobbala DE. Effect of nano-ferrite addition on mechanical properties and Gamma ray attenuation
coefficient of steel fiber reinforced heavy weight concrete. Construction and Building Materials.
; 207: 48–58.
Han J, Zhao M, Chen J, Lan X. Effects of steel fiber length and coarse aggregate maximum size
on mechanical properties of steel fiber reinforced concrete. Construction and Building Materials.
; 209: 577–591.
Fu C, Ye H, Kejin Wang, Kaiqi Zhu, Caiyi He. Evolution of mechanical properties of steel fiberreinforced rubberized concrete (FR-RC). Composites Part-B. 2019; 160: 158–166.
Colombo M, Di Prisco M, Felicetti R. Mechanical properties of steel fibre reinforced concrete
exposed at high temperatures. Materials and Structures. 2010; 43: 475–491.
Memon MS, Sheikh SA. Seismic resistance of square concrete columns retrofitted with glass
fiber-reinforced polymer. ACI Structural Journal. 2005; 102: 774–783.
Jaya KP, Mathai J. Strengthening of RC column using GFRP and CFRP. 15 WCEE. Lisboa;
Shrivastava R. Effect of cyclic loading on flexural behaviour of FRP strengthened RC beams: A
stability point approach. International Journal of Advanced Research in Engineering and Applied
Sciences. 2013; 2: 9–26.
IS 456: 2000 (Reaffirmed 2005). Plain and Reinforced Concrete—Code of Practice. New Delhi:
Bureau of Indian Standard.
Ferrari L, Kaufmann J, Winnefeld F, Plank J. Interaction of cement model systems with super
plasticizers, zeta potential, and adsorption measurements. Journal of Colloidal and Interface
Science. 2010; 347(1): 15–24.
Katzer J, Domski J. Quality and mechanical properties of engineered steel fibres used as
reinforcement for concrete. Construction and Building Materials. 2012; 34
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