Bond Strength of Mild Steel in Polypropylene Fiber Reinforced Concrete (PFRC)
1981
- 14Usage
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Example: if you select the 1-year option for an article published in 2019 and a metric category shows 90%, that means that the article or review is performing better than 90% of the other articles/reviews published in that journal in 2019. If you select the 3-year option for the same article published in 2019 and the metric category shows 90%, that means that the article or review is performing better than 90% of the other articles/reviews published in that journal in 2019, 2018 and 2017.
Citation Benchmarking is provided by Scopus and SciVal and is different from the metrics context provided by PlumX Metrics.
Metrics Details
- Usage14
- Abstract Views14
Thesis / Dissertation Description
An experimental study of the effects of polypropylene fiber reinforcement on the bond between concrete and conventional mild steel reinforcement has been carried out. Two fiber lengths, four fiber contents and two different water to cement ratios were used in this study. Differences in bond stress versus bond slip behavior due to the above variations were investigated using ASTM Standard Test Method C 234 - 71. A second test was designed and used to indicate changes in transfer lengths caused by the above variations. Results show that the polypropylene fiber reinforced concrete (PFRC) studied possesses bond strength (between concrete and reinforcing steel) qualities equal to or slightly better than those of conventional concrete.
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