On shear verification according to fib Model Code 2010 in FRC elements without traditional reinforcement

Fibre‐reinforced concrete (FRC) without any traditional reinforcement is used particularly extensively in structures such as pavements and tunnels. The fib Model Code for Concrete Structures 2010 introduced the possibility of using FRC for structural design and it is becoming a reference document fo...

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Published in:Structural concrete : journal of the FIB 2015-12, Vol.16 (4), p.518-523
Main Authors: Coccia, Simona, Meda, Alberto, Rinaldi, Zila
Format: Article
Language:English
Subjects:
building materials / construction materials
directives
fib Model Code 2010
fiber reinforced concrete
guidelines
regulations
shear verification
standards, regulations, guidelines, directives
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cited_by cdi_FETCH-LOGICAL-c3556-946fc6bf73c0d6cfec5c61db009fc99bdf9a8a80ca3934830296c748199473a03
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Rinaldi, Zila
description Fibre‐reinforced concrete (FRC) without any traditional reinforcement is used particularly extensively in structures such as pavements and tunnels. The fib Model Code for Concrete Structures 2010 introduced the possibility of using FRC for structural design and it is becoming a reference document for such structures. The application of fib Model Code 2010 suggestions for flexural and axial forces, once the constitutive relationships of the material are defined, allows for safe design. However, shear verification is often a cause of discussion in the design community. The aim of this paper is to clarify this aspect and provide a procedure that can be followed in the design process. A case study is also presented.
doi_str_mv 10.1002/suco.201400026
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subjects building materials / construction materials
directives
fib Model Code 2010
fiber reinforced concrete
guidelines
regulations
shear verification
standards, regulations, guidelines, directives
title On shear verification according to fib Model Code 2010 in FRC elements without traditional reinforcement
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