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Behavior of EAF Concrete Under Cyclic Axial Loading
Among the different recycled aggregates that can be used to improve the sustainability of structural concretes in civil engineering structures, e.g. bridges, Electric Arc Furnace (EAF) slags were demonstrated to provide at the same time increased mechanical properties, reduced environmental impacts but also high unit mass in the final conglomerate. Despite several studies analyzed the above-mentioned EAF concrete properties, no one has dealt with the assessment of elastic and plastic strains under cyclic axial loading in non-reinforced concrete members. Thus, in this study, two concrete mixes were casted, one reference and one with EAF slags as coarse aggregates at 100% replacement ratio, and they were subjected to cyclic axial loading, continuously monitoring the applied stress and strains in the axial and transverse direction. The following properties were analyzed: compressive and indirect tensile strength, secant elastic modulus, Poisson coefficient, axial and transverse strains. Results indicate that EAF concrete mix has higher compressive and tensile strength than the reference concrete, as well as higher elastic properties. The aggregates type influences the deformability of the concrete also beyond the elastic regime, both in the longitudinal and transverse direction, and the co-causes can be associated to the different intrinsic mineralogy of the aggregates and the microcracking of the cementitious paste under loading.
Behavior of EAF Concrete Under Cyclic Axial Loading
Among the different recycled aggregates that can be used to improve the sustainability of structural concretes in civil engineering structures, e.g. bridges, Electric Arc Furnace (EAF) slags were demonstrated to provide at the same time increased mechanical properties, reduced environmental impacts but also high unit mass in the final conglomerate. Despite several studies analyzed the above-mentioned EAF concrete properties, no one has dealt with the assessment of elastic and plastic strains under cyclic axial loading in non-reinforced concrete members. Thus, in this study, two concrete mixes were casted, one reference and one with EAF slags as coarse aggregates at 100% replacement ratio, and they were subjected to cyclic axial loading, continuously monitoring the applied stress and strains in the axial and transverse direction. The following properties were analyzed: compressive and indirect tensile strength, secant elastic modulus, Poisson coefficient, axial and transverse strains. Results indicate that EAF concrete mix has higher compressive and tensile strength than the reference concrete, as well as higher elastic properties. The aggregates type influences the deformability of the concrete also beyond the elastic regime, both in the longitudinal and transverse direction, and the co-causes can be associated to the different intrinsic mineralogy of the aggregates and the microcracking of the cementitious paste under loading.
Behavior of EAF Concrete Under Cyclic Axial Loading
Lecture Notes in Civil Engineering
Ilki, Alper (editor) / Çavunt, Derya (editor) / Çavunt, Yavuz Selim (editor) / Faleschini, Flora (author) / Trento, Daniel (author) / Ortega-López, Vanesa (author)
International Symposium of the International Federation for Structural Concrete ; 2023 ; Istanbul, Türkiye
2023-06-01
10 pages
Article/Chapter (Book)
Electronic Resource
English
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