Flexural modelling and finite element analysis of frc beams reinforced with PVA and basalt fibres and their validation

A flexural capacity model for fibre-reinforced concrete (FRC) beams reinforced with PVA and basalt fibres is suggested for the rectangular beam sections. The proposed models are based on the concept of equivalent stress block parameters for both compressive and tensile stresses, similar to Eurocode...

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Bibliographic Details
Main Authors: Ayub, T., Khan, S.U., Shafiq, N.
Format: Article
Published: Hindawi Limited 2018
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046259614&doi=10.1155%2f2018%2f8060852&partnerID=40&md5=b818def16ebf55a761e72ca7361378c7
http://eprints.utp.edu.my/21288/
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