Abstract
Several constructions in earthquake-prone areas in developing countries do not meet current seismic codes, mainly because of the rampant informal construction. These circumstances require effective seismic retrofitting interventions through solutions of an acceptable cost that allow the most extensive application possible. This research focuses on developing a low-cost, low-carbon-footprint material with the required ductility parameters for seismic retrofitting applications. First, a plain UHPC is optimized under compressive strength, cost, and carbon footprint criteria. After that, the second stage of this study determines the binary combination of fibers, among those available in the Colombian market, that permit reaching the necessary ductility parameters for the desired application at a lower cost. The ductility parameters considered are the energy capacity absorption (g) and the strain capacity at maximum tensile strength (εpc) measured in the direct tensile test. Various statistical and computational tools such as Artificial Neural Networks, Design of Experiments, and Multi-Objective Optimization were utilized to lesser the experimental campaign. The mathematically optimized dosage was experimentally evaluated. Finally, the optimal fiber volume fraction for the necessary UHPFRC ductility parameters for seismic strengthening applications (g ≥ 50 kJ/m3 and εpc ≥ 0.3%) was selected at only 1.7%. This optimal fiber combination was composed of 0.34% of smooth high-strength steel (lf/df = 65) fibers, and 1.36% of normal strength hooked end steel fibers (lf/df = 80). It is relevant to highlight that this optimized UHPFRC outperforms the ductility parameters obtained by other authors with successful applications in the seismic strengthening field.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Similar content being viewed by others
References
De Domenico, D., Impollonia, N., Ricciardi, G.: Seismic retrofitting of confined masonry-RC buildings: The case study of the university hall of residence in Messina, Italy. Ing. Sismica 36, 54–85 (2019)
Dogan, E., Krstulovic-Opara, N.: Seismic retrofit with continuous slurry-infiltrated mat concrete jackets. ACI Struct. J. 100, 713–722 (2003)
Abellán, J., Fernández, J., Torres, N., Núñez, A.: Development of cost-efficient UHPC with local materials in Colombia. In: Middendorf, B., Fehling, E., Wetzel, A. (eds.) Proceedings of Hipermat 2020 - 5th International Symposium on UHPC and Nanotechnology for Construction Materials. University of Kassel, Kassel, Germany, pp. 97–98 (2020)
Garcia, L.E.: Desarrollo de la normativa sismo resistente colombiana en los 30 años desde su primera expedición. Rev. Ing. 41, 71–77 (2014)
Sísmica A de I: Reglamento Colombiano de construcciónsismo resistente. NSR-10 (2010)
Abellán, J., Fernández, J., Torres, N., Núñez, A.: Statistical optimization of ultra-high-performance glass concrete. ACI Mater. J. 117, 243–254 (2020). https://doi.org/10.14359/51720292
Abellán-García, J., Núñez-López, A., Torres-Castellanos, N., Fernández-Gómez, J.: Effect of FC3R on the properties of ultra-high-performance concrete with recycled glass. Dyna 86, 84–92 (2019). https://doi.org/10.15446/dyna.v86n211.79596
Abellán, J., Torres, N., Núñez, A., Fernández, J.: Ultra high preformance fiber reinforced concrete: state of the art, applications and possibilities into the latin american market. In: XXXVIII Jornadas Sudamericanas de Ingeniería Estructural. Lima, Peru (2018)
ACI Committe 239R, ACI Committe 239: ACI – 239 Committee in Ultra-High Performance Concrete. ACI, Toronto (2018)
Kwon, S., Nishiwaki, T., Kikuta, T., Mihashi, H.: development of ultra-high-performance hybrid fiber- reinforced cement-based composites development of ultra-high-performance hybrid fiber- reinforced cement-based composites (2014). https://doi.org/10.14359/51686890
Massicotte, B., Dagenais, M.-A., Lagier, F.: Performance of UHPFRC jackets for the seismic strengthening of bridge piers. In: RILEM-fib-AFGC International Symposium Ultra-High Perform Fibre-Reinforced, pp. 89–98 (2013)
Soranakom, C., Mobasher, B.: Correlation of tensile and flexural responses of strain softening and strain hardening cement composites. Cem. Concr. Compos. 465–477 (2008).https://doi.org/10.1016/j.cemconcomp.2008.01.007
Wille, K., El-tawil, S., Naaman, A.E.: Properties of strain hardening ultra high performance fiber reinforced concrete ( UHP-FRC ) under direct tensile loading. Cem. Concr. Compos. 48, 53–66 (2014). https://doi.org/10.1016/j.cemconcomp.2013.12.015
Wille, K., Kim, D.J.D., Naaman, A.E.: Strain hardening UHP-FRC with low fiber contents. Mater. Struct. 44, 538–598 (2011). https://doi.org/10.1617/s11527-010-9650-4
Pyo, S., El-Tawil, S., Naaman, A.E.: Direct tensile behavior of ultra high performance fiber reinforced concrete (UHP-FRC) at high strain rates. Cem. Concr. Res. 88, 144–156 (2016). https://doi.org/10.1016/j.cemconres.2016.07.003
Martin-Sanz, H., Chatzi, E., Brühwiler, E.: The use of ultra high performance fibre reinforced cement-based composites in rehabilitation projects: a review. In: Saouma, V., Bolander, J., Landis, E. (eds.) 9th International Conference on Fracture Mechanics of Concrete and Concrete Structures (2016)
Naaman, A.E., Reinhart, H.W.: Proposed classification of HPFRC composites based on their tensile response. Mater. Struct. 39, 547–555 (2006). https://doi.org/10.1617/s11527-006-9103-2
Yoo, D.Y., Kim, M.J.: High energy absorbent ultra-high-performance concrete with hybrid steel and polyethylene fibers. Constr. Build. Mater. 209, 354–363 (2019). https://doi.org/10.1016/j.conbuildmat.2019.03.096
Dagenais, M.A., Massicotte, B., Boucher-Proulx, G.: Seismic retrofitting of rectangular bridge piers with deficient lap splices using ultrahigh-performance fiber-reinforced concrete. J. Bridg. Eng. 23, 1–13 (2018). https://doi.org/10.1061/(ASCE)BE.1943-5592.0001173
Tayeh, B.A., Abu Bakar, B.H., Megat Johari, M.A., Voo, Y.L.: Utilization of ultra-high performance fibre concrete (UHPFC) for rehabilitation - a review. Proc. Eng. 54, 525–538 (2013). https://doi.org/10.1016/j.proeng.2013.03.048
Khan, M.I., Al-Osta, M.A., Ahmad, S., Rahman, M.K.: Seismic behavior of beam-column joints strengthened with ultra-high performance fiber reinforced concrete. Compos. Struct. 200, 103–119 (2018). https://doi.org/10.1016/j.compstruct.2018.05.080
Abellán-García, J., Guzmán-Guzmán, J.S.: Random forest-based optimization of UHPFRC under ductility requirements for seismic retrofitting applications. Constr. Build. Mater. 285 (2021). https://doi.org/10.1016/j.conbuildmat.2021.122869
Abellán-García, J.: Dosage optimization and seismic retrofitting applications of ultra-highperformance fiber reinforced concrete (UHPFRC). Polytechnic University of Madrid (2020)
Abellán-García, J., Fernández-Gómez, J., Torres-Castellanos, N.: Properties prediction of environmentally friendly ultra-high-performance concrete using artificial neural networks. Eur. J. Environ. Civ. Eng. 1–25 (2020).https://doi.org/10.1080/19648189.2020.1762749
Abellán-García, J.: Four-layer perceptron approach for strength prediction of UHPC. Constr. Build. Mater 256 (2020).https://doi.org/10.1016/j.conbuildmat.2020.119465
Khashman, A., Akpinar, P.: ScienceDirect non-destructive prediction of concrete compressive strength using neural networks prediction of concrete compressive strength using neural networks. Proc. Comput. Sci. 108, 2358–2362 (2017). https://doi.org/10.1016/j.procs.2017.05.039
Abellán-García, J.: Artificial neural network model for strength prediction of ultra-high-performance concrete. ACI Mater. J. 118, 3–14 (2021). https://doi.org/10.14359/51732710
Abellán-Garcia, J., Sánchez-Díaz, J., Ospina-Becerra, V.: Neural network-based optimization of fibers for seismic retrofitting applications of UHPFRC. Eur. J. Environ. Civ. Eng. (2021). https://doi.org/10.1080/19648189.2021.1938687
Derringer, G., Suich, R.: Simultaneous optimization of several response variables. J. Qual. Technol. 21, 214–219 (1980)
Ghafari, E., Costa, H., Nuno, E., Santos, B.: RSM-based model to predict the performance of self-compacting UHPC reinforced with hybrid steel micro-fibers. Constr. Build. Mater. 66, 375–383 (2014). https://doi.org/10.1016/j.conbuildmat.2014.05.064
Upasani, R.S., Banga, A.K.: Response surface methodology to investigate the iontophoretic delivery of tacrine hydrochloride. Pharm. Res. 21, 2293–2299 (2004)
Abellán-García, J.: K -fold validation neural network approach for predicting the one-day compressive strength of UHPC. Adv. Civ. Eng. Mater. 10, 223–243 (2021). https://doi.org/10.1520/ACEM20200055
Abellán-García, J., Núñez-López, A., Torres-Castellanos, N., Fernández-Gómez, J.: Factorial design of reactive powder concrete containing electric arc slag furnace and recycled glass powder. Dyna 87, 42–51 (2020). https://doi.org/10.15446/dyna.v87n213.82655
ASTM: Standard test method for compressive strength of hydraulic cement mortars (Using 2-in . or [50-mm] Cube Specimens). Am. Soc. Test. Mater. C-109/109M 1–9 (2010)
Yokota, H., Rokugo, K., Sakata, N.: (JSCE-2008) Recommendations for design and construction of high performance fiber reinforced cement composites with multiple fine cracks (HPFRCC) (2008). https://doi.org/10.1016/j.dci.2010.01.003
Alsalman, A., Dang, C.N., Micah Hale, W.: Development of ultra-high performance concrete with locally available materials. Constr Build Mater 133, 135–145 (2017). https://doi.org/10.1016/j.conbuildmat.2016.12.040
Abellán-García, J., Torres-Castellanos, N., Fernández-Gómez, J.A., Núñez-López, A.M.: Ultra-high-performance concrete with local high unburned carbon fly ash. Dyna 88, 38–47 (2021). https://doi.org/10.15446/dyna.v88n216.89234
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2023 The Author(s), under exclusive license to Springer Nature Switzerland AG
About this paper
Cite this paper
Abellán-García, J. (2023). Artificial Neural Network-Based Methodology for Optimization of Low-Cost Green UHPFRC Under Ductility Requirements. In: Rossi, P., Tailhan, JL. (eds) Numerical Modeling Strategies for Sustainable Concrete Structures. SSCS 2022. RILEM Bookseries, vol 38. Springer, Cham. https://doi.org/10.1007/978-3-031-07746-3_1
Download citation
DOI: https://doi.org/10.1007/978-3-031-07746-3_1
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-031-07745-6
Online ISBN: 978-3-031-07746-3
eBook Packages: EngineeringEngineering (R0)