Fibres as shear reinforcement in RC beams: an overview on assessment of material properties and design approaches

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Title: Fibres as shear reinforcement in RC beams: an overview on assessment of material properties and design approaches

Author(s): Barros, J.A.O.; Foster, S.J.

Publication: Symposium Paper

Volume: 343

Issue:

Appears on pages(s): 111-120

Keywords: Shear capacity, Mode I fracture parameters, Inverse analysis, Analytical models. fib Bulletin 95: Shear 111 https://

DOI:

Date: 10/1/2020

Abstract:
For the development of reliable physical-mechanical models for predicting the behaviour of fibre reinforced concrete structures at service and strength limit conditions, constitutive models simulating comprehensibly the governing phenomena must be used. In this context, simulating the post-cracking mechanisms of the fibres, and their symbiotic relationship with the cementitious matrix that surrounds them, is required for the development of realistic modelling approaches that accurately represent empirical observations. Several experimental test setups and inverse analysis procedures have been proposed to derive the fundamental stress-crack width ( –w) law, but a consensus still does not exists on the best strategy for its determination. In structures governed by shear, fibre reinforcement increases the stiffness and shear stress transfer across a crack, but a methodology to capture the contribution of fibres in this regards is challenging. To overcome this, a clear strategy is needed in deriving relationships that simulate fibre reinforcement mechanisms in the mobilized fracture modes and, also, develop design approaches capable of capturing the relevant contributions of the fibres. This study firstly reviews current inverse analysis models used to describe the tensile (Model I fracture) relationship for FRC and, secondly, discusses a newly proposed model, referred to as the integrated shear model (ISM). The ISM is developed from mesoscale observations from gamma- and X-ray imaging on FRC elements under Modes I and II fracture conditions. The resulting model is compared to test data reported in the literature and a good correlation is observed.

Related References:

Abrishambaf, A.; Cunha, V.; Barros, J.A.O., “The influence of fibre orientation on the post-cracking tensile behaviour of steel fibre reinforced self-compacting concrete”, Fracture and Structural Integrity Journal, Volume 31, 1, 38-53, January 2016.

Abrishambaf, A.; Barros, J.A.O.; Cunha, V.M.C.F, “Relation between fibre distribution and postcracking behaviour in steel fibre reinforced self-compacting concrete panels”, Cement &

Concrete Research, 51, 57-66, 2013.

Alves, N.; Barros, J.A.O.; Nunes, Â; Lourenço, L.A.P., “Steel fibre reinforced self-compacting concrete for grid foundations of single-family houses”, 8th RILEM International Symposium on Fibre Reinforced Concrete: challenges and opportunities, Eds: Joaquim Barros et al., 12pp., 19-21 September 2012.

Amin, A.; Foster, S.J.; Muttoni, A., “Derivation of the -w relationship for SFRC from prism bending tests”, Structural Concrete, 16(1), 93-105, 2015.

ASTM C1550-05, Standard Test method for Flexural Toughness of Fiber Reinforced Concrete (Using Centrally Loaded Round Panel). West Conshohocken, PA, USA: ASTM International; 2005.

ASTM 1609/C1609-12, “Standard test method for flexural performance of fiber-reinforced concrete (using beam with third-point loading)”, ASTM, 9 pages, 2012

Barros, J.A.O.; Foster, S., “An integrated approach for predicting the shear capacity of fibre reinforced concrete beams”, in appreciation for eventual publication in an ISI Journal, January 2018.

Barros, J.A.O.; Taheri, M.; Salehian, H., “A model to simulate the moment-rotation and crack width of FRC members reinforced with longitudinal bars”, Engineering Structures, 100, 43-56, October 2015.

Bentz EC, Vecchio FJ, Collins MP. Simplified modified compression field theory for calculating shear strength of reinforced concrete elements. ACI Structural Journal, 103:614–624, 2006.

Carnovale, D.; Vecchio, F.J., “Effect of fiber material and loading history on shear behavior of fiberreinforced concrete”, ACI Structural Journal, 111(5), 1235-1244, 2014.

Deluce, J.R.; Vecchio, F.J., “Cracking behaviour of steel fibre reinforced concrete members containing conventional reinforcement”, ACI Structural Journal, 110(3), 481-490, 2013.

di Prisco M., Ferrara L., Lamperti M.L., “Double edge wedge splitting (DEWS): an indirect tension test to identify post-cracking behaviour of fibre reinforced cementitious composites”, Materials and Structures 46 (11):1893-1918, 2013.

EN 14651. Test method for metallic fibre concrete-measuring the flexural tensile strength (limit of proportionality (LOP), residual). European Committee for Standardization; 2007: p. 17.

Foster, S.J.; Agarwal, A; Amin, A., “Design of SFRC Beams for Shear using Inverse Analysis for Determination of Residual Tensile Strength”, Structural Concrete, 2017 doi: 10.1002/suco.201700100

Htut TNS. Fracture processes in steel fibre reinforced concrete. PhD dissertation. School of Civil and Environmental Engineering, The University of New South Wales, UNSW Sydney, Australia; 2010.

Lameiras, R.M.; Barros, J.A.O., Azenha, M.A.D., “Influence of casting condition on the anisotropy of the fracture properties of Steel Fibre Reinforced Self-Compacting Concrete (SFRSCC)”, Cement and Concrete Composites, 59, 60-76, May 2015.

Lee GG, Foster SJ. Behaviour of steel fibre reinforced mortar in shear II: Gamma ray imaging. UNICIV Report No. R-445. The University of New South Wales, UNSW Sydney, Australia;

2006b.

Lee GG, Foster SJ. Behaviour of steel fibre reinforced mortar in shear I: Direct shear testing. UNICIV Report No. R-444. The University of New South Wales, UNSW Sydney, Australia; 2006a.

Minelli F, Plizzari GA. A new round panel test for the characterization of fiber reinforced concrete: a broad experimental study. ASTM J Test Eval 2011; 39(5):889–97 [ISSN:1945-7553].

Model Code 2010. fib Model Code for Concrete Structures 2010. International Federation for Structural Concrete (fib). Ernst & Sohn, Berlin, Germany; 2013.

Oliveira FL. Design-oriented constitutive model for steel fiber reinforced concrete. PhD dissertation. Department of Project and Construction Engineering, UPC, Catalonia, Spain; 2010.

Pereira, E.N.B.; Fischer, G.; Barros, J.A.O., “Direct assessment of tensile stress-crack opening behavior of Strain Hardening Cementitious Composites (SHCC)”, Cement and concrete

Research, 42, 834-846, 2012.

Pereira, E.B.; Barros, J.A.O., Camões, A.F.F.L., “Steel fiber reinforced self-compacting concrete – experimental research and numerical simulation”, ASCE Struct. Eng. Journal, 134(8), 1310-1321, August 2008.

Salehian, H.; Barros, J.A.O., “Prediction of the load carrying capacity of elevated steel fibre reinforced concrete slabs”, Composite Structures Journal, 170, 169-191, 2017.

Salehian, H.; Barros, J.A.O.; Taheri, M., “Evaluation of the Influence of Post-Cracking Response of Steel Fibre Reinforced Concrete (SFRC) on Load Carrying Capacity of SFRC Panels”,

Construction and Building Materials Journal, 73, 289-304, December 2014.

Sena-Cruz, J.M.; Barros, J.A.O.; Ribeiro, A.F.; Azevedo, A.F.M.; Camões, A.F.F.L., "Stress-crack opening relationship of enhanced performance concrete", 9th Portuguese Conference on

Fracture, ESTSetúbal, Portugal, p. 395-403, 18-20 February 2004.

Susetyo, J., “Fibre reinforcement for shrinkage crack control in prestressed, precast segmental bridges”, PhD thesis, University of Toronto, Canada, 2009.

UNI 11039. Steel Fiber Reinforced Concrete—Part I: Definitions, Classification Specification and Conformity—Part II: Test Method for Measuring First Crack Strength and Ductility Indexes.

Italian Board for Standardization: Rome, Italy; 2003.

Voo, Y.L.; Foster, S., “Reactive powder concrete analysis and design of RPC girders”, Lambert Academic Publishing, 2009.

Wang, Y., “Mechanics of fiber reinforced cementitious composites”, Ph.D. Thesis, MIT, May 1989.