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A Simplified Approach for the Ultimate Limit State Analysis of Three-Dimensional Reinforced Concrete Elements

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A Simplified Approach for the Ultimate Limit State Analysis of Three-Dimensional Reinforced Concrete Elements

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Meléndez-Gimeno, C.; Miguel Sosa, P.; Pallarés Rubio, L. (2016). A Simplified Approach for the Ultimate Limit State Analysis of Three-Dimensional Reinforced Concrete Elements. Engineering Structures. 123:330-340. doi:10.1016/j.engstruct.2016.05.039

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/82110

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Title: A Simplified Approach for the Ultimate Limit State Analysis of Three-Dimensional Reinforced Concrete Elements
Author:
UPV Unit: Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports
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
Issued date:
Abstract:
Several advanced constitutive models of concrete have been developed in recent decades, some of which are able to reproduce the behaviour of concrete structures with a high level of accuracy. Yet given their complex ...[+]
Subjects: Reinforced concrete , 3D discontinuity regions , Strut-and-tie method , Stress fields , Finite element method , Pile caps , Socket base column-to-foundation connections
Copyrigths: Reserva de todos los derechos
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2016.05.039
Publisher:
Elsevier
Publisher version: https://doi.org/10.1016/j.engstruct.2016.05.039
Thanks:
The authors wish to thank the Spanish Ministry of Education for the FPU fellowship FPU12-01459 received by the first author, and the Spanish Ministry of Economy and Competitiveness for funding Project BIA 2012-32300.
Type: Artículo

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