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Fracture toughness evaluation of fiber-reinforced concrete manufactured with siderurgic aggregates

Identificadores
URI: http://hdl.handle.net/20.500.12251/1640
ISSN: 25153048
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Autor
Ortega López, Vanesa; Revilla Cuesta, Víctor; Skaf Revenga, Marta; Fiol Oliván, Francisco; Santamaría León, Amaia; [et al.]
Fecha
2019
Materia/s

Resistencia a compresión

Hormigón reciclado

Fibra de refuerzo

Escoria siderúrgica

Economía circular

Sostenibilidad

Reciclaje - Construcción

Material sostenible

Hornos de fundición

Materia/s Unesco

3305.05 Tecnología del Hormigón

3316.05 Hornos, Calderas y Estufas

2211.02 Materiales Compuestos

3305.05 Tecnología del Hormigón

3308.02 Residuos Industriales

3308.04 Ingeniería de la Contaminación

3312.08 Propiedades de Los Materiales

3312.12 Ensayo de Materiales

3312.09 Resistencia de Materiales

Resumen

Steel production in electric arc furnaces generates a principal waste stream in the form of Electric Arc Furnace Slag (EAFS), also known as “black slag”. The well-researched and advantageous properties of EAFS guarantee its successful use as aggregate in the manufacture of concrete (CEAFS). In contrast, fiber-reinforced concrete is widely employed, especially in concrete pavements and slabs, for improved cracking resistance and “ductile” post-cracking behavior. In this research, the toughness and ductile behavior of these fiber-reinforced CEAFS is tested with various methods, using different types of (metallic and synthetic) fibers in EAFS mixes. The metallic fiber concretes showed better results than the fiber concretes in terms of toughness, first-crack strength, limit of proportionality, and post-cracking behavior. The recycling process of EAFS makes a relevant contribution to the circular economy and therefore to global sustainability. © 2019 Institute of Electrical and Electronics Engineers Inc.. All rights reserved.

Steel production in electric arc furnaces generates a principal waste stream in the form of Electric Arc Furnace Slag (EAFS), also known as “black slag”. The well-researched and advantageous properties of EAFS guarantee its successful use as aggregate in the manufacture of concrete (CEAFS). In contrast, fiber-reinforced concrete is widely employed, especially in concrete pavements and slabs, for improved cracking resistance and “ductile” post-cracking behavior. In this research, the toughness and ductile behavior of these fiber-reinforced CEAFS is tested with various methods, using different types of (metallic and synthetic) fibers in EAFS mixes. The metallic fiber concretes showed better results than the fiber concretes in terms of toughness, first-crack strength, limit of proportionality, and post-cracking behavior. The recycling process of EAFS makes a relevant contribution to the circular economy and therefore to global sustainability. © 2019 Institute of Electrical and Electronics Engineers Inc.. All rights reserved.

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