Technical Papers
Apr 1, 2016

Influence of the Type of Fiber on the Structural Response and Design of FRC Slabs

Publication: Journal of Structural Engineering
Volume 142, Issue 9

Abstract

Most codes for the design of fiber-reinforced concrete (FRC) structures are based on experience gained over the years with steel fibers. Recent codes include the possibility of applying the same considerations for FRC structures with plastic fiber. However, the consequences of assuming identical design considerations regardless of the type of fiber is scarcely known in terms of the structural behavior of full-scale elements. The main goal of this paper is to assess the influence of the type of fiber on the performance of full-scale concrete slabs, emphasizing the consequences of using a common design approach. For that, a comparative experimental study was conducted to expose differences regarding crack patterns and load-deflection behavior. Then, finite-element simulations were performed using the constitutive equations from a commonly used model code. The results indicate distinct levels of overestimation of the structural behavior measured experimentally, confirming that specific design considerations are required depending on the type of fiber used. Based on the findings, correction factors are proposed for the design of FRC slabs with each fiber.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors wish to express their gratitude for the financial support received through Research Project BIA2010-17478: Construction processes by means of fiber reinforced concretes. The authors thank the ESCOFET S.A. company for its collaboration in the development of the experimental program. The first and second authors acknowledge the grant FI provided by the Comissionat per a Universitats del DIUE de la Generalitat de Catalunya i del Fons Social Europeu and the support of the Departament d’Universitats, Recerca i Societat de la Informació de la Generalitat de Catalunya.

References

AENOR (Asociación Espaæola de Normalización y Certificación). (1996). “Ensayos de hormigón. Determinación del módulo de elasticidad en compresión.”, Madrid, Spain (in Spanish).
AENOR (Asociación Espaæola de Normalización y Certificación). (2004). “Hormigones con fibras. Rotura por compresión.”, Madrid, Spain (in Spanish).
AFGC-SETRA (Association Francaise de Genie Civil–Service d’Études Techniques des Routes et Autoroutes). (2002). “Bétons Fibrés à Ultra-Hautes performances—Ultra high performance fibre-reinforced concretes.” Paris.
Bazant, Z. P., and Oh, B. H. (1983). “Crack band theory for fracture of concrete.” Mater. Struct., 16(3), 155–177.
Belletti, B., Cerioni, R., Meda, A., and Plizzari, G. (2008). “Design aspects on steel fiber-reinforced concrete pavements.” J. Mater. Civ. Eng., 599–607.
Blanco, A., Cavalaro, S., de la Fuente, A., Grünewald, S., Blom, C. B. M., and Walraven, J. C. (2015a). “Application of FRC constitutive models to modelling of slabs.” Mater. Struct., 48(9), 2943–2959.
Blanco, A., Pujadas, P., de la Fuente, A., Cavalaro, S., and Aguado, A. (2015b). “Assessment of the fibre orientation factor in SFRC slabs.” Composites Part B, 68, 343–354.
Buratti, N., Mazzotti, C., and Savoia, M. (2011). “Post-cracking behaviour of steel and macro-synthetic fibre-reinforced concretes.” Constr. Build. Mater., 25(5), 2713–2722.
CEN (European Committee for Standardization). (2005a). “Structural bearings. 3: Elastomeric bearings.” EN1337-3:2005, Brussels, Belgium.
CEN (European Committee for Standardization). (2005b). “Test method for metallic fiber concrete—Measuring the flexural tensile strength (limit of proportionality (LOP), residual).” EN 14651:2005, Brussels, Belgium.
Cervenka, V. (2000). “Simulating a response.” Concr. Eng. Int., 4(4), 45–49.
CPH (Comisión Permanente del Hormigón). (2008). “EHE-08 Instrucción 531 del Hormigón Estructural.” Madrid, Spain.
De la Fuente, A., Escariz, R. C., De Figueiredo, A. D., and Aguado, A. (2013). “Design of macro-synthetic fibre reniforced concrete.” Constr. Build. Mater., 43, 523–532.
De la Fuente, A., Escariz, R. C., De Figueiredo, A. D., Molins, C., and Aguado, A. (2012a). “A new design method for steel fibre reinforced concrete pipes.” Constr. Build. Mater., 30, 547–555.
De la Fuente, A., Pujadas, P., Blanco, A., and Aguado, A. (2012b). “Experiences in Barcelona with the use of fibres in segmental linings.” Tunnelling Underground Space Technol., 27(1), 60–71.
De Montaignac, R., Massicotte, B., Charron, J.-P., and Nour, A. (2012). “Design of SFRC structural elements: Flexural behavior prediction.” Mater. Struct., 45(4), 623–636.
Destrée, X., and Mandl, J. (2008). “Steel fibre only reinforced concrete in free suspended elevated slabs: Case studies, design assisted by testing route, comparison to the latest SFRC standard documents.” Proc., Fib Symp. on Tailor Made Concrete Structures, Taylor & Francis Group, Amsterdam, Netherlands.
Di Prisco, M., Dozio, D., and Belletti, B. (2013). “On the fracture behaviour of thin-walled SFRC roof elements.” Mater. Struct., 46(5), 803–829.
FIB (Fédération Internationale du Béton). (2010). “Fib model code 2010.” Paris.
Iyengar, S. R. K. T., Raviraj, S., and Ravikumar, P. (1998). “Analysis study of fictitious crack propagation in concrete beams using a bi-linear r–w relation.” Proc., 3th Int. Conf. on Fracture Mechanics of Concrete and Structure (FRAMCOS III), Gifu, Japan, 315–324.
Jenq, Y. S., and Shah, S. P. (1986). “Crack propagation in fiber-reinforced concrete.” J. Struct. Eng., 19–34.
Johansen, K. W. (1962). “Yield line formulae for slabs.” Cement and Concrete Association, London.
Kooiman, A. G. (2000). “Modelling steel fibre reinforced concrete for structural design.” Ph.D. thesis, Delft Univ. of Technology, Delft, Netherlands.
Kupfer, H., Hilsdorf, H. K., and Rusch, H. (1969). “Behavior of concrete under biaxial stresses.” J. Proc., 66(8), 656–666.
Laranjeira, F., Aguado, A., and Molins, C. (2010a). “Predicting the pullout response of inclined straight steel fibers.” Mater. Struct., 43(6), 875–895.
Laranjeira, F., Molins, C., and Aguado, A. (2010b). “Predicting the pullout response of inclined hooked steel fibers.” Cement Concrete Res., 40(10), 1471–1487.
Li, V. C., Wang, Y., and Backer, S. (1990). “Effect of inclining angle, bundling and surface treatment on synthetic fibre pull-out from a cement matrix.” Composites, 21(2), 132–140.
Maturana, A., Sanchez, R., Canales, J., Orbe, A., Ansola, R., and Veguería, E. (2010). “Technical economic analysis of steel fibre reinforced concrete flat slabs. A real building application.” Proc., XXXVII IAHS World Congress on Housing Science, International Association for Housing Science, Rolla Rolla, MO.
Michels, J., Waldmann, D., Maas, S., and Zürbes, A. (2012). “Steel fibers as only reinforcement for flat slab construction—Experimental investigation and design.” Constr. Build. Mater., 26(1), 145–155.
Naaman, A. E., Namur, G. G., Alwan, J. M., and Najm, H. S. (1991). “Fiber pullout and bond slip. I: Analytical study.” J. Struct. Eng., 2769–2790.
Nobili, A., Lanzoni, L., and Tarantino, A. M. (2013). “Experimental investigation and monitoring of a polypropylene-based fiber reinforced concrete road pavement.” Constr. Build. Mater., 47, 888–895.
Pedersen, C. (1996). “New production processes, materials and calculation techniques for fibre reinforced pipes.” Ph.D. thesis, Technical Univ. of Denmark, Kongens Lyngby, Denmark.
Pujadas, P., et al. (2014a). “Plastic fibres as the only reinforcement for flat suspended slabs: Parametric study and design considerations.” Constr. Build. Mater., 70, 88–96.
Pujadas, P., Blanco, A., Cavalaro, S., and Aguado, A. (2014b). “Plastic fibres as the only reinforcement for flat suspended slabs: Experimental investigation and numerical simulation.” Constr. Build. Mater., 57, 92–104.
Pujadas, P., Blanco, A., De la Fuente, A., and Aguado, A. (2012). “Cracking behavior of FRC slabs with traditional reinforcement.” Mater. Struct., 45(5), 707–725.
RILEM. (2002). “Tests and design methods for steel fibre reinforced concrete: Design of steel fibre reinforced concrete using the σ–w method: Principles and applications.” Mater. Struct., 35(5), 262–278.
RILEM. (2003). “Test and design methods for steel fibre reinforced concrete—σ–ε design method—Final recommendation.” Mater. Struct., 36(8), 560–567.
Singh, S., Shukla, A., and Brown, R. (2004). “Pullout behavior of polypropylene fibers from cementitious matrix.” Cem. Concr. Res., 34(10), 1919–1925.
Soetens, T., Van Gysel, A., Matthys, S., and Taerwe, L. (2013). “A semi-analytical model to predict the pull-out behaviour of inclined hooked-end steel fibres.” Constr. Build. Mater., 43, 253–265.
Soranakom, C., Mobasher, B., and Destrée, X. (2007). “Numerical simulation of FRC round panel tests and full-scale elevated slabs.” American Concrete Institute, Farmington Hills, MI, 31–40.
Taerwe, L., and Gysel, A. (1996). “Influence of steel fibres on the design 584 stress-strain curve for high-strength concrete.” J. Eng. Mech., 695–704.
Ultkjaer, J. P., Krenk, S., and Brincker, R. (1995). “Analytical model for fictitious crack propagation in concrete beams.” J. Eng. Mech., 7–15.
Wille, K., and Parra-Montesinos, G. J. (2012). “Effect of beam size, casting method, and support conditions on flexural behavior of ultra-high performance fiber-reinforced concrete.” ACI Mater. J., 109(3), 379–388.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 142Issue 9September 2016

History

Received: Jun 10, 2015
Accepted: Jan 12, 2016
Published online: Apr 1, 2016
Published in print: Sep 1, 2016
Discussion open until: Sep 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

A. Blanco, Ph.D. [email protected]
Civil Engineer and Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Universitat Politècnica de Catalunya, UPC, Jordi Girona 1-3, 08034 Barcelona, Spain (corresponding author). E-mail: [email protected]
P. Pujadas, Ph.D. [email protected]
Civil Engineer and Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Universitat Politècnica de Catalunya, UPC, Jordi Girona 1-3, 08034 Barcelona, Spain. E-mail: [email protected]
A. De la Fuente, Ph.D. [email protected]
Civil Engineer and Assistant Professor, Dept. of Civil and Environmental Engineering, Universitat Politècnica de Catalunya, UPC, Jordi Girona 1-3, 08034 Barcelona, Spain. E-mail: [email protected]
S. H. P. Cavalaro, Ph.D. [email protected]
Civil Engineer and Associate Professor, Dept. of Civil and Environmental Engineering, Universitat Politècnica de Catalunya, UPC, Jordi Girona 1-3, 08034 Barcelona, Spain. E-mail: [email protected]
A. Aguado, Ph.D., M.ASCE [email protected]
Civil Engineer and Full Professor, Dept. of Civil and Environmental Engineering, Universitat Politècnica de Catalunya, UPC, Jordi Girona 1-3, 08034 Barcelona, Spain. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share