Experimental investigation of the effect of high strain rate loading on the flexural behaviour of the steel fibre-reinforced concrete

Steel-fibre-reinforced concrete (SFRC) with hooked end steel fibres was specifically designed for the fabrication of urban furniture, which are capable of providing protection against impact and blast loads. Considering the type of actions that are imposed on these structural elements, it was consid...

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Bibliographic Details
Main Author: Bakhshi, Mohammad (author)
Other Authors: Valente, Isabel B. (author), Sefat, Honeyeh Ramezan (author), Barros, Joaquim A. O. (author), Pereira, E. N. B. (author), Peixinho, Nuno (author)
Format: conferencePaper
Language:eng
Published: 2021
Subjects:
steel fibre reinforced concrete
drop-weight test
flexural behaviour
impact
strain rate
Engenharia e Tecnologia::Engenharia Civil
Online Access:https://hdl.handle.net/1822/77616
Country:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/77616

Internet

https://hdl.handle.net/1822/77616

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