Flexural post-cracking creep behaviour of macro-synthetic and steel fiber reinforced concrete

© RILEM 2017. In this paper the post-cracking creep behaviour of FRC beams under flexural load is evaluated in order to determine whether under certain loading conditions plastic fibres may be safely used in the long-term without compromising the serviceability requirements. For that, an experimenta...

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Bibliographic Details
Main Authors: Pablo Pujadas, Ana Blanco-Alvarez, Sergio Pialarissi-Cavalaro, Albert De la Fuente, Antonio Aguado
Format: Default Book chapter
Published: 2017
Subjects:
Other built environment and design not elsewhere classified
Plastic fibre
Steel fibre
Time dependent behaviour
Creep
Secondary creep
Tertiary creep
Built Environment and Design not elsewhere classified
Online Access:https://hdl.handle.net/2134/32330
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