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Erschienen in:
Analysis of Waste Glass as a Partial Replacement for Coarse and Fine Aggregates Kapitel lesen Erstes Kapitel lesen

2023 | OriginalPaper | Buchkapitel

Analytical Study on Predicting the Shear Resistance of Steel Fiber Reinforced Concrete Beams

verfasst von : Michael Cohen

Erschienen in: Proceedings of the Canadian Society of Civil Engineering Annual Conference 2021

Verlag: Springer Nature Singapore

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Abstract

This paper presents a literature review on the shear behaviour of steel fiber reinforced concrete (SFRC) and proposes equations for predicting the shear resistance of SFRC beams. First a large database of test results is used to evaluate the effect of various parameters on the shear response of SFRC beams. In addition, the paper reviews various equations proposed in the literature to predict the shear capacity of SFRC beams. The paper then presents equations which can be used to predict the shear resistance of SFRC beams. The shear resistance equations modify the general method of the 2004 CSA A23.3 Standard to account for the effect of steel fibers on shear capacity. The method proposed in this paper and equations proposed in the literature are used to predict a large database of SFRC beam test results. The results show that the method presented in the paper provides reasonably accurate predictions of shear capacity for beams having a wide range of properties.

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Vorheriges Kapitel Properties and Performance Metrics of Healing Agents in Self-healing Concrete
Nächstes Kapitel Developing a Novel 1D-HAM Numerical Modelling Tool for Assessing the Hygrothermal Properties of Cross-Laminated Timber (CLT) Including Adhesive Layers
Literatur
1.
ACI Committee 318 (2008) Building code requirements for structural concrete (ACI 318-08) and commentary. Ammerican Concrete Institute, 473, Farmington Hills, Michigan, USA
2.
Alwan JM, Naaman AE, Guerrero P (1999) Effect of mechanical clamping on the pullout response of hooked steel fibers embedded in cementitious matrices. Concr Sci Eng 1(1):15–25
3.
Aoude H (2008) Structural behaviour of steel fiber reinforced concrete members. Ph.D. Thesis, McGill University, Montreal, Canada: Department of Civil Engineering and Applied Mechanics
4.
Ashour SA, Hasanain GS, Wafa FF (1992) Shear behaviour of high-strength fiber reinforced concrete beams. ACI Struct J 89(2):176–184
5.
Cassanova P (1996) Bretons renforces de fibers metalliques: du materiau a al structure. Etude experimentale et analyse du comportement de poutres soumises a la flexion et a l'effort tranchant. Materiaux, Ecole Nationale des Ponts et Chaussees, Paris, France
6.
Cohen M (2012) Structural behaviour of self consolidating steel fiber reinforced concrete beams. Master's Thesis, Civil Engineering Department, Ottawa, Canada: University of Ottawa
7.
Collins MP, Mitchell D (1997) Prestressed concrete structures. Response Publication, Toronto and Montreal, Canada
8.
Imam M, Vandewalle L, Mortelmans F (1995) Shear-moment analysis of reinforced high strength concrete beams containing steel fibers. Can J Civ Eng 22(3):462–470CrossRef
9.
Khuntia M, Stojadinovic B, Goel SC (1999) Shear strength of normal and high-strength fiber reinforced concrete beams without strirrups. ACI Struct J 96(2):282–289
10.
Kwak YK, Eberhard MO, Kim WS, Kim J (2002) Shear strength of steel fiber-reinforced concrete beams without stirrups. ACI Struct J 99(4):530–538
11.
Li VC, Ward R, Hamza AM (1992) Steel and synthetic fibers as shear reinforcement. ACI Mater J 89(5):499–508
12.
Mansur MA, Ong KC, Paramasivam AP (1986) Shear strength of fibrous concrete beams without stirrups. ASCE J Struct Eng 112(9):2066–2079CrossRef
13.
Minelli F, Plizzari GA (2006) Steel fibers as shear reinforcement for beams. In: Proceedings of the second fib congress. Naples, Italy 12
14.
Minelli F (2005) Plain and fiber reinforced concrete beams under shear loading. Ph.D. Thesis, Department of Civil Engineering, Italy: University of Brescia
15.
Narayanan R, Darwish IY (1987) Use of steel fibers as shear reinforcement. ACI Struct J 84(3):216–227
16.
Para-Montesinos GJ (2006) Shear strength of beams with deformed steel fibers. J Am Concr Inst 28(11):57–66
17.
Rahman J, Ahmed KS, Khan NI, Islam K, Mangalathu S (2021) Data-driven shear strength prediction of steel fiber reinforced concrete beams using machine learning approach. Eng Struct 233:111743
18.
Shahnewaz M, Alam MS (2014) Improved shear equations for steel fiber reinforced concrete deep and slender beams. ACI Struct J 111(4):851–860CrossRef
19.
Shahnewaz M, Alam MS (2020) Genetic algorithm for predicting shear strength of steel fiber reinforced concrete beam with parameter identification and sensitivity analysis. J Build Eng 29(May):101205
20.
Sharma AK (1986) Shear strength of steel fiber reinforced concrete beams. J Am Concr Inst 83(4):624–628
21.
Shin SW, Oh JG, Ghosh SK (1994) Shear behaviour of laboratory-sized high-strength concrete beams reinforced with bars abd steel fibers. ACI Spec Publ 142:181–200
22.
Swamy RN, Jones R, Chiam AT (1993) Influence of steel fibers on the shear resistance of lightweight concrete I-beams. ACI Struct J 90(1):103–114
23.
Zararis PD, Papaakis GC (2001) Diagonal shear failure and size effect in RC beams without web reinforcement. ASCE J Struct Eng 127(7):733–742CrossRef
Metadaten
Titel
Analytical Study on Predicting the Shear Resistance of Steel Fiber Reinforced Concrete Beams
verfasst von
Michael Cohen
Copyright-Jahr
2023
Verlag
Springer Nature Singapore
Buch
Proceedings of the Canadian Society of Civil Engineering Annual Conference 2021

Print ISBN: 978-981-19-1003-6

Electronic ISBN: 978-981-19-1004-3

Copyright-Jahr: 2023

DOI
https://doi.org/10.1007/978-981-19-1004-3_35