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State of Knowledge on Green Concrete with Recycled Aggregates and Cement Replacement Read chapter Read first chapter

2017 | OriginalPaper | Chapter

11. Inverse Analysis for Deriving the Fracture Properties of RSFRC

Author : Joaquim A. O. Barros

Published in: Recent Advances on Green Concrete for Structural Purposes

Publisher: Springer International Publishing

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Abstract

This section is dedicated to the description of a numerical strategy to derive the parameters that define the fracture mode I and fracture mode II of fibre reinforced concrete (FRC). This strategy is herein designated by inverse analysis (IA), and it was used to determine the mode I and II fracture parameters of Recycled Steel Fibre Reinforced Concrete (RSFRC) developed in Chap. 8. From the theoretical point of view the proposed IA is applicable to any type of FRC, as long as the setup of the experimental tests, whose results are adopted in the IA, assures the fracture is limited to a unique crack.

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previous chapter Approaches for the Design of Structures Made by Concrete Reinforced with Sustainable Fibres
next chapter Advanced Numerical Models for the Analysis of Sustainable FRC Structures
Literature
Baghi H, Barros JAO (2016) Shear properties of the strain hardening cementitious composite materials. ASCE J Mater Civ Eng 28(10)
Barros JAO (2016) Debilities and strengths of FEM-based constitutive models for the material nonlinear analysis of steel fiber reinforced concrete structures. In: Saouma V, Bolander J, Landis E (eds) 9th International conference on fracture mechanics of concrete and CONCRETE structures, FraMCoS-9, California, 29 May–1 June 2016
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MC2010 (2011) CEB fib Model Code 2010—Final Draft
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Pereira EB, Barros JAO, Camões AFFL (2008) Steel fibre reinforced self-compacting concrete—experimental research and numerical simulation. ASCE Struct Eng J 134(8):1310–1321CrossRef
RILEM TC 162-TDF (2003) Test and design methods for steel fibre reinforced concrete. 1327 r-e-design method. Final Recommendation. Mater Struct 36:560–567
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Sena-Cruz JM, Barros JAO, Ribeiro AF, Azevedo AFM, Camões AFFL (2004) Stress-crack opening relationship of enhanced performance concrete. In: 9th Portuguese conference on fracture, ESTSetúbal, Portugal, 395–403, 18–20 Feb 2004
Ventura-Gouveia A (2011) Constitutive models for the material nonlinear analysis of concrete structures including time dependent effects. PhD Thesis, Department of Civil Engineering, University of Minho
Zamanzadeh Z (2017) Cement based materials reinforced with recycled steel fibres for the shear reinforcement and strengthening of RC beams. PhD Thesis, University of Minho (in press)
Zamanzadeh Z, Lourenço LAP, Barros JAO (2015a) Recycled steel fibre reinforced concrete failing in bending and in shear. J Constr Build Mater 85:195–207
Zamanzadeh Z, Lourenço LAP, Barros JAO (2015b) Thin panels of cement composites reinforced with recycled fibres for the shear strengthening of reinforced concrete elements. Fibre concrete 2015, FC2015, Prague, Czech Republic, 10–11 Sept 2015
Metadata
Title
Inverse Analysis for Deriving the Fracture Properties of RSFRC
Author
Joaquim A. O. Barros
Copyright Year
2017
Book
Recent Advances on Green Concrete for Structural Purposes

Print ISBN: 978-3-319-56795-2

Electronic ISBN: 978-3-319-56797-6

Copyright Year: 2017

DOI
https://doi.org/10.1007/978-3-319-56797-6_11