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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| Format: | Article |
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Hindawi Limited
2018
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| 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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