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2021 | OriginalPaper | Chapter

Integrated Model for Predicting the Flexural Capacity of Concrete Elements Reinforced with Non-corrodible Discrete Reinforcements

Authors : Tiago Valente, Christoph de Sousa, Inês Costa, Felipe Melo, Joaquim A. O. Barros

Published in: Proceedings of the 3rd RILEM Spring Convention and Conference (RSCC2020)

Publisher: Springer International Publishing

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Abstract

The present work describes an integrated approach that leads to the development of a new model capable of describing the tensile behavior (mode I) of fiber reinforced concrete (FRC), considering the orientation of the fibers, the fibers segregation along the cross-section of the FRC members and the pullout constitutive model of each fiber bridging the two faces of a crack. The possibility of the numerical model to capture the flexural behavior of non-metallic fiber reinforced concrete members is explored by simulating the response of polypropylene fiber reinforced concrete notched beams submitted to 3-point bending tests.

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next chapter An Analytical Approach for Evaluating the Impact Response of Steel Fiber Reinforced Concrete Beam

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Title: Integrated Model for Predicting the Flexural Capacity of Concrete Elements Reinforced with Non-corrodible Discrete Reinforcements
Authors: Tiago Valente
Christoph de Sousa
Inês Costa
Felipe Melo
Joaquim A. O. Barros
Publisher: Springer International Publishing
Book: Proceedings of the 3rd RILEM Spring Convention and Conference (RSCC2020)
Print ISBN: 978-3-030-76546-0

Electronic ISBN: 978-3-030-76547-7

Copyright Year: 2021
DOI: https://doi.org/10.1007/978-3-030-76547-7_1

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