Effect of hybrid E-glass and basalt fibre on the flexural behaviour of concrete

Author:

Rathod Deendayal1ORCID,Manikandaprabhu S.2ORCID

Affiliation:

1. Assistant Professor, Department of Civil Engineering, National Institute of Technology (NIT) – Tiruchirappalli, Tamil Nadu, India (corresponding author: , )

2. Research scholar, Department of Civil Engineering, National Institute of Technology (NIT) – Tiruchirappalli, Tamil Nadu, India

Publisher

Thomas Telford Ltd.

Subject

Mechanics of Materials,General Materials Science,Civil and Structural Engineering

Cited by 6 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Compressive Strength Prediction of Basalt Fiber Reinforced Concrete Based on Interpretive Machine Learning Using SHAP Analysis;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-08-28

2. The Behaviour of a Hybrid Fibre Reinforced Full-Scale Concrete Piles Under Lateral Cyclic Loading;Geotechnical and Geological Engineering;2024-04-22

3. Exploring fiber reinforcements in concrete and its challenges: a comprehensive review;Multiscale and Multidisciplinary Modeling, Experiments and Design;2024-03-26

4. Editorial;Proceedings of the Institution of Civil Engineers - Construction Materials;2023-09

5. Behaviour of Hybrid fibre in RC column with basalt and E-glass fibre under axial loading;Journal of Engineering Research;2022-01-17

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