López Martínez, JÁ.; Serna Ros, P.; Navarro Gregori, J.; Camacho Torregrosa, EE. (2015). An inverse analysis method based on deflection to curvature transformation to determine the tensile properties of UHPFRC. Materials and Structures. 48(11):3703-3718. https://doi.org/10.1617/s11527-0.14-0.434-0
Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/62309
Título:
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An inverse analysis method based on deflection to curvature transformation to determine the tensile properties of UHPFRC
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Autor:
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López Martínez, Juan Ángel
Serna Ros, Pedro
Navarro Gregori, Juan
Camacho Torregrosa, Esteban Efraím
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Entidad UPV:
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Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil
Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó
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Fecha difusión:
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Resumen:
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[EN] The determination of the tensile properties of such a deflection hardening response material as UHPFRC is a serious challenge for both researchers and designers. This process involves many factors, such as specimen ...[+]
[EN] The determination of the tensile properties of such a deflection hardening response material as UHPFRC is a serious challenge for both researchers and designers. This process involves many factors, such as specimen size, fibre orientation or test typology. The socalled inverse analysis is used to obtain the tensile constitutive properties that are consistent with the specimen response in a bending test. This work focuses on the inverse analysis process. The main aim is to develop a new back-calculation methodology, which is easy to implement, reliable, quick and is consistentwith the measurements taken from a four-point bending test. The new methodology proposed has been validated using an analytical formulation and the experimental results of others authors. This paper also includes an application example of how this methodology works.
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Palabras clave:
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Ultra-high-performance concrete
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Uniaxial tensile behaviour
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Flexural test
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Moment-curvature response
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Tensile stress-strain response
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Derechos de uso:
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Reserva de todos los derechos
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Fuente:
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Materials and Structures. (issn:
1359-5997
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DOI:
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10.1617/s11527-0.14-0.434-0
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Editorial:
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Springer Verlag (Germany)
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Versión del editor:
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https://doi.org/10.1617/s11527-014-0434-0
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Código del Proyecto:
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info:eu-repo/grantAgreement/UPV//PAID-09-11/
info:eu-repo/grantAgreement/MICINN//BIA2009-12722/ES/EL HORMIGON DE FIBRAS DE ACERO COMO SUPERACION DEL HORMIGON TRADICIONAL Y SUS PERSPECTIVAS DE FUTURO/
info:eu-repo/grantAgreement/MINECO//BIA2012-35776/ES/HORMIGON DE FIBRAS: UNA SOLUCION PARA CADA NECESIDAD/
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Descripción:
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“The final publication is available at Springer via http://dx.doi.org/[http://dx.doi.org/10.1617/s11527-014-0434-0”
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Agradecimientos:
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This work forms part of the ‘‘FIBAC’’ and ‘‘FISNE’’ research projects, with reference BIA2009-12722 and BIA2012-35776, respectively, supported by the Spanish Ministry of Economy and Competiveness and the FEDER fund. Support ...[+]
This work forms part of the ‘‘FIBAC’’ and ‘‘FISNE’’ research projects, with reference BIA2009-12722 and BIA2012-35776, respectively, supported by the Spanish Ministry of Economy and Competiveness and the FEDER fund. Support for this project is gratefully acknowledged. We also wish to thank the Universitat Polite`cnica de Vale`ncia for its Excellence Scholarship (PAID-09-11), the Spanish Ministry of
Education, Culture and Sport for its FPU scholarship programme, and also Mr. Toshiyuki Kanakubo for his friendly treatment and help.
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Tipo:
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Artículo
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