Foo Sheng Tong
Universiti Malaysia Pahang
6 Papers
10 Citations
Foo Sheng Tong is an academic researcher from Universiti Malaysia Pahang. The author has contributed to research in topics: Flexural strength & Composite number. The author has an hindex of 4, co-authored 6 publications.
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Papers
Thermal and mechanical properties of bamboo fiber reinforced composites
TL;DR: In this article, the thermal and mechanical properties of bamboo fiber reinforced composite (BFRC) derived from Gigantochloa scortechinii were analyzed using a thermogravimetric analysis and differential scanning calorimetric.
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External strengthening of reinforced concrete beam with opening by bamboo fiber reinforced composites
TL;DR: In this paper, the structural behavior of reinforced concrete (RC) beams with and without openings strengthened externally with bamboo fiber reinforced composite (BFRC) plates in shear and flexure, respectively.
Natural Fiber Composites as Potential External Strengthening Material – A Review
TL;DR: In this paper, a detailed review on the potential use of natural fibers as reinforcement in polymeric strengthening materials is presented, where a comparison was made between various types of fibers in terms of their chemical and mechanical properties.
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Potential External Strengthening of Reinforced Concrete Beam Using Natural Fiber Composite Plate
Siew Choo Chin,Foo Sheng Tong,Shu Ing Doh,Jolius Gimbun,Yuen Kei Foo,Januar Parlaungan Siregar +5 more
TL;DR: In this article, a study has been conducted to investigate the potential use of mengkuang leaves or Pandanus atrocarpus bonded with epoxy resin as external strengthening material for the strengthening of reinforced concrete (RC) beams.
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Effect of soil burial on mechanical properties of bamboo fiber reinforced epoxy composites
Siew Choo Chin,Foo Sheng Tong,Shu Ing Doh,K. S. Lim,Jolius Gimbun +4 more
- 01 Jan 2020
TL;DR: In this paper, the effect of environmental exposure to the durability of a bamboo fiber reinforced epoxy composite was investigated and the experimental results showed that the tensile and flexural properties of the composites decreased by about 6-19% compared to the fresh sample.
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