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<dc:title>Postcracking residual strengths of fiber‐reinforced high‐performance concrete after cyclic loading</dc:title>
<dc:creator>González Cabrera, Dorys Carmen</dc:creator>
<dc:creator>Moradillo De las Heras, María del Rosario</dc:creator>
<dc:creator>Mínguez Algarra, Jesús</dc:creator>
<dc:creator>Martínez Martínez, José Antonio</dc:creator>
<dc:creator>Vicente Cabrera, Miguel Ángel</dc:creator>
<dc:subject>Fatigue</dc:subject>
<dc:subject>Fiber-reinforced high-strength concrete</dc:subject>
<dc:subject>High-strength concrete</dc:subject>
<dc:subject>Residual tension strength</dc:subject>
<dc:subject>Ingeniería civil</dc:subject>
<dc:subject>Resistencia de materiales</dc:subject>
<dc:subject>Civil engineering</dc:subject>
<dc:subject>Strength of materials</dc:subject>
<dc:description>The effect of fatigue loads on one of the main mechanical properties of fiber-reinforced high strength concrete (FRHSC) is studied in this work. In particular, this paper analyzes the variations in the residual tensile strength of steel fiber-reinforced concretes following cyclic flexural loading, which causes a predefined level of damage. To do so, a total of 40 prismatic specimens were tested. The specimens were not notched, but had previously been subjected to precracking. This has a similar effect to notching, but with a much smaller radius around the edge of the crack, which is therefore more vulnerable to fatigue. The results show that the damage provokes a progressive reduction in the residual traction strength. The study proposes two numerical expressions for the stress–crack width softening curves under tensile loads: an exponential formulation and a potential formulation. In both cases, the coefficients of both formulations depend on the damage that is induced. In addition, the proposal is to use fitted curves of the above-mentioned potential type.</dc:description>
<dc:date>2024-02-09T11:32:37Z</dc:date>
<dc:date>2024-02-09T11:32:37Z</dc:date>
<dc:date>2017-08</dc:date>
<dc:type>info:eu-repo/semantics/article</dc:type>
<dc:type>info:eu-repo/semantics/acceptedVersion</dc:type>
<dc:identifier>1464-4177</dc:identifier>
<dc:identifier>http://hdl.handle.net/10259/8660</dc:identifier>
<dc:identifier>10.1002/suco.201600102</dc:identifier>
<dc:identifier>1751-7648</dc:identifier>
<dc:language>eng</dc:language>
<dc:relation>Structural Concrete. 2017, V. 19, n. 2, p. 340-351</dc:relation>
<dc:relation>https://doi.org/10.1002/suco.201600102</dc:relation>
<dc:rights>info:eu-repo/semantics/openAccess</dc:rights>
<dc:format>application/pdf</dc:format>
<dc:publisher>Wiley</dc:publisher>
<europeana:object>https://riubu.ubu.es/bitstream/10259/8660/3/Gonzalez-sc_2017.pdf.jpg</europeana:object>
<europeana:provider>Hispana</europeana:provider>
<europeana:type>TEXT</europeana:type>
<europeana:rights>http://rightsstatements.org/vocab/CNE/1.0/</europeana:rights>
<europeana:dataProvider>RIUBU. Repositorio Institucional de la Universidad de Burgos</europeana:dataProvider>
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