Abstract
An alternative configuration test was performed with the help of fibre-reinforced concrete made from steel and polypropylene fibres, for the ACI (American Concrete Institute) 544-2R. Repeated Ball Drop Weight Impact (RBDWI) test. Two types of samples, one being PAFC (Pre-Packed Aggregate Fibrous Concrete) and SIFCON (Slurry Infiltrated Concrete), were employed instead of conventional concrete. The notched specimen contributed to the crack control and hindered the generation of random cracks. The line and cross specimen led to a failure with less blows of a concrete specimen. Thus, by adopting line notched specimens, we may minimize the number of specimens needed for testing.
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References
Badr AF, Ashour AK, Platten (2006) Statistical variations in impact resistance of polypropylene fibre-reinforced concrete. Int J Impact Eng 32:1907–1920
Mwasha A, Ramnath R (2018) Manufacturing concrete with high compressive strength using recycled aggregates. J Mater Civil Eng 30(8)
ACI 544.1R-96 (2002) Report on fiber reinforced concrete. American Concrete Institute ACI, USA
ACI 544.2R-89 (1999) Measurement of properties of fiber reinforced concrete. American Concrete Institute ACI, USA
ACI 544.6R-15 (2015) Report on design and construction of steel fiber reinforced concrete elevated slabs. American Concrete Institute ACI, USA
Chen B, Liu JY (2004) Residual strength of hybrid-fiber-reinforced high-strength concrete after exposure to high temperatures. J Cement Concr Res 34:1065–1069
Yoo D-Y, Banthia N (2017) Mechanical and structural behaviours of ultra-high-performance fiber-reinforced concrete subjected to impact and blast. Constr Build Mater 149:416–431
Aydin AC (2007) Self-compact ability of high volume hybrid fiber reinforced concrete. J Constr Build Mater 21:1149–1154
Banthia N, Gupta R (2004) Hybrid fiber reinforced concrete fiber synergy in high strength matrices. J Mater Struct 37:707–716
Schrader EK (1981) Impact resistance and test procedure for concrete. ACI Mater J 78(2):141–146
Nili M, Afroughsabet V (2010) The effects of silica fume and polypropylene fibers on the impact resistance and mechanical properties of concrete. Constr Build Mater 24:927–933
Nataraja MC, Dhang N, Gupta AP (1999) Statistical variations in impact resistance of steel fiber-reinforced concrete subjected to drop weight test. Cem Concr Res 29:989–995
Song PS, Wu JC, Hwang S, Sheu BC (2005) Assessment of statistical variations in impact resistance of high-strength concrete and high-strength steel fiber reinforced concrete. Cem Concr Res 35:393–399
Song PS, Wu JC, Hwang S, Sheu BC (2005) Statistical analysis of impact strength and strength reliability of steel-polypropylene hybrid fiber-reinforced concrete. Constr Build Mater 19:1–9
Yu R, van Beers L, Spiesz P, Brouwers HJH (2016) Impact resistance of a sustainable ultra-high performance fibre reinforced concrete (UHPFRC) under pendulum impact loadings. Constr Build Mater 107:203–215
Abirami T, Loganaganandan M, Murali G, Fediuk R, Sreekrishna RV, Vignesh T, Januppriya G, Karthikeyan K (2019) Experimental research on impact response of novel steel fibrous concretes under falling mass impact. Constr Build Mater 222
Rahmani T, Kiani B, Shekarchi M, Safari A (2012) Statistical and experimental analysis on the behaviour of fiber reinforced concretes subjected to drop weight test. Constr Build Mater 37:360–369
Gopalaratnam VS, Shah SP (1986) Properties of steel fibre reinforced concrete subjected to impact loading. ACI Mater J 83(14):117–126
Suaris W, Shah SP (1983) Properties of concrete subjected to impact. J Struct Eng 109 (7):1727–1741 (ASCE)
Wang CQ, Wu KR (2005) Research on the hybrid effect of different geometrical size hybrid fiber reinforced concrete. J. Build Mater 8(3):15–20
Liu X, Dai S (2012) Determination method of the beam depth of tapered steel. J Sci J Archit 2(1):22–26
Acknowledgements
The authors would like to thank the School of Civil Engineering, SASTRA Deemed to be University, Thanjavur, India, for their support to complete the project.
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Ramakrishnan, K., Depak, S.R., Hariharan, K.R. (2023). Suggested Modification in Bedding, Specimen Surface and Load Transferring Plate of Standard ACI 544—2R RBDWI Test in Fibrous Concrete—SIFCON and Prepacked Aggregate. In: Nandagiri, L., Narasimhan, M.C., Marathe, S. (eds) Recent Advances in Civil Engineering. CTCS 2021. Lecture Notes in Civil Engineering, vol 256. Springer, Singapore. https://doi.org/10.1007/978-981-19-1862-9_1
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