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<dc:title>Role of local fiber content and orientation on the scatter of flexural fatigue behavior in steel fiber-reinforced concrete</dc:title>
<dc:creator>Mena Alonso, Álvaro</dc:creator>
<dc:creator>Aragón Torre, Ángel</dc:creator>
<dc:creator>Vicente Cabrera, Miguel Ángel</dc:creator>
<dc:creator>González Cabrera, Dorys Carmen</dc:creator>
<dc:creator>Mínguez Algarra, Jesús</dc:creator>
<dc:subject>Steel-fiber-reinforced concrete</dc:subject>
<dc:subject>Fatigue life</dc:subject>
<dc:subject>Fiber orientation</dc:subject>
<dc:subject>Microcomputed tomography</dc:subject>
<dc:subject>Statistical variability</dc:subject>
<dc:subject>Materiales de construcción</dc:subject>
<dc:subject>Ingeniería civil</dc:subject>
<dc:subject>Hormigón</dc:subject>
<dc:subject>Building materials</dc:subject>
<dc:subject>Civil engineering</dc:subject>
<dc:subject>Concrete</dc:subject>
<dc:description>This study investigates the scatter in fatigue life (N) of fiber-reinforced concrete (FRC) as a function of variability in local fiber orientation and content. To this end, three FRC series were produced with fiber contents of 0.3 %, 0.6 %, and 1.0 %. All specimens were scanned using micro-computed tomography (microCT) and subsequently tested under flexural fatigue. The results show a clear correlation between fiber orientation and fatigue strength: within each series, specimens with a higher orientation factor ηX (which quantifies the degree of fiber alignment along the longitudinal axis) withstood a greater number of cycles to failure. A strong relationship was also identified between the number of fibers crossing the central section (Nfib,c) and fatigue life. Moreover, ηX and Nfib,c were found not to be independent variables, as a higher number of fibers is associated with better orientation. Finally, a model is proposed to estimate fatigue life as a function of ηX and fiber dosage, which shows adequate accuracy in predicting the scatter in N for sets of identical specimens.</dc:description>
<dc:description>The authors gratefully acknowledge the financial support provided by the Spanish Ministerio de Ciencia, Innovaci´ on y Universidades through project PID2023–147971OB-C33, and by the Junta de Castilla y Le´on (Regional Government) through project BU004G24. Open access funding provided by UNIVERSIDAD DE BURGOS.</dc:description>
<dc:date>2025-12-17T10:26:29Z</dc:date>
<dc:date>2025-12-17T10:26:29Z</dc:date>
<dc:date>2025-12</dc:date>
<dc:type>info:eu-repo/semantics/article</dc:type>
<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
<dc:identifier>2214-5095</dc:identifier>
<dc:identifier>https://hdl.handle.net/10259/11158</dc:identifier>
<dc:identifier>10.1016/j.cscm.2025.e05654</dc:identifier>
<dc:language>eng</dc:language>
<dc:relation>Case Studies in Construction Materials. 2025, V. 23, e05654</dc:relation>
<dc:relation>https://doi.org/10.1016/j.cscm.2025.e05654</dc:relation>
<dc:rights>Atribución 4.0 Internacional</dc:rights>
<dc:rights>http://creativecommons.org/licenses/by/4.0/</dc:rights>
<dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
<dc:format>application/pdf</dc:format>
<dc:publisher>Elsevier</dc:publisher>
<europeana:object>https://riubu.ubu.es/bitstream/10259/11158/4/Mena-csicm_2025.pdf.jpg</europeana:object>
<europeana:provider>Hispana</europeana:provider>
<europeana:type>TEXT</europeana:type>
<europeana:rights>http://creativecommons.org/licenses/by/4.0/</europeana:rights>
<europeana:dataProvider>RIUBU. Repositorio Institucional de la Universidad de Burgos</europeana:dataProvider>
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