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Published in:
Effects of Fly Ash Content and Curing Age on High Temperature Residual Compressive Strength of Strain-Hardening Cementitious Composites Read chapter Read first chapter

2022 | OriginalPaper | Chapter

Using Energy Absorption Capacity to Determine Residual Resistances of FRC

Authors : Sergio Carmona, Climent Molins

Published in: Fibre Reinforced Concrete: Improvements and Innovations II

Publisher: Springer International Publishing

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Abstract

In this paper, the residual strengths and flexural toughness of fibre reinforced concretes (FRC), determined from the load - CMOD response obtained by mean of flexural test conducted according to EN 14651, are related experimentally through non-linear fits, which depend on the fibres content and crack opening. On the other hand, it is experimentally verified that there is a linear relationship between the flexural toughness and the energy absorption capacity of FRCs determined by testing square panels following EN 14488 – 5.
Using the proposed relationships, the residual strengths of FRCs have been estimated from the energy absorption capacity, with differences between experimental and estimated values less than 3%.

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previous chapter A Short Review on the Utilization of Basalt Fibres in Concrete
next chapter Use of Steel-Fibre Reinforced Concrete to Extend Service Life of Temporary Safety Concrete Barriers
Literature
1.
CEB-FIP: Model code – first complete draft. FIB Bull. 55, 1–318 (2010)
2.
European Committee for Standardization: EN 14651: test method for metallic fibre concrete–measuring the flexural tensile strength (Limit of Proportionality (LOP), residual) (2007)
3.
European Committee for Standardization: EN 14488-5:2006 Testing sprayed concrete. Determination of energy absorption capacity of fibre reinforced slab specimens (2006)
4.
European Federation of National Associations of Specialist Contractors and Material Suppliers for the Construction Industry: European Specification for Sprayed Concrete (1996)
5.
Alberti, M.G., Enfedaque, A., Gálvez, J.C.: On the mechanical properties and fracture behavior of polyolefinfiber-reinforced self-compacting concrete. Constr. Build. Mater. 55, 274–288 (2014)CrossRef
6.
7.
Carmona, S., Molins, C., Aguado, A.: Correlation between bending test and Barcelona tests to determine FRC properties. Constr. Build. Mater. 181, 673–686 (2018)CrossRef
8.
Carmona, S., Molins, C.: Use of BCN test for controlling tension capacity of fibre reinforced shotcrete in mining works. Constr. Build. Mater. 198, 399–410 (2019)CrossRef
9.
Galeote, E., Blanco, A., Cavalaro, S.H.P., De la Fuente, A.: Correlation between the Barcelona test and the bending test in fibre reinforced concrete. Constr. Build. Mater. 152, 529–538 (2017)CrossRef
10.
11.
Carmona, S., Molins, C.: Application of BCN test for controlling fibre reinforced shotcrete in tunnelling works in Chile. In: IOP Conference Series: Materials Science and Engineering, vol. 246, p. 012010 (2017)
12.
ASTM: C1609/C1609M-19, Standard Test Method for Flexural Performance of Fibre-Reinforced Concrete (Using Beam With Third-Point Loading). ASTM International, West Conshohocken (2019). www.​astm.​org.
13.
Carmona, S., Molins, C.: Equivalence between flexural toughness and energy absorption capacity of FRC. In: BEFIB 2020, RILEM Bookseries, vol. 30, pp. 253–261 (2021)
14.
ASTM: C595/C595M-18, Standard Specification for Blended Hydraulic Cements. ASTM International, West Conshohocken, PA (2018). www.​astm.​org
Metadata
Title
Using Energy Absorption Capacity to Determine Residual Resistances of FRC
Authors
Sergio Carmona
Climent Molins
Copyright Year
2022
Book
Fibre Reinforced Concrete: Improvements and Innovations II

Print ISBN: 978-3-030-83718-1

Electronic ISBN: 978-3-030-83719-8

Copyright Year: 2022

DOI
https://doi.org/10.1007/978-3-030-83719-8_52