Flexural Reinforcement of Laminated-Concrete Camphor Composite Bridge Structure Elements Using Plain Reinforcement Steel Both Ends Anchored
- 10.2991/aer.k.211106.013How to use a DOI?
- Reinforced Concrete; Laminated Camphor Wood; Plain Steel Reinforcement
Wood has shrinkage properties, so it affects the availability of the maximum dimensions of wood available in the market. To meet the need for dimensions that are larger than the maximum dimensions available in the market, laminated boards and beams are made. The dimensions such as thickness, height and length of the laminated wood beams can be made based on the needs, so those dimensions can be much more than the maximum dimensions of the beams on the market. Thus, it is worthy to be used for the main beams or sub-beams of a bridge.
To overcome this, the laminated wood beams are composed with reinforced concrete slabs, so that they become a composite of laminated wood beams-reinforced concrete slabs. Reinforced concrete slabs serve as the bridge floors as well as protective laminated timber beams to protect them from heat and rain.
Wood has more elastic properties compared to reinforced concrete. To overcome this problem, the part of the wood fibres that experience the bending must be strengthened. The research method was carried out by testing the flexural testing of Laminated Camphor composite beams - reinforced concrete slabs reinforced using a second plain reinforcing steel ends are anchored using bolts. The variables used include the amount of reinforcement: 1, 2, and 3 plain reinforcing steel bars with a diameter of 8 mm, as well as unreinforced beams as the control beams.
- © 2021 The Authors. Published by Atlantis Press International B.V.
- Open Access
- This is an open access article under the CC BY-NC license.
Cite this article
TY - CONF AU - Faizal Abdurahman AU - Mujiman PY - 2021 DA - 2021/11/23 TI - Flexural Reinforcement of Laminated-Concrete Camphor Composite Bridge Structure Elements Using Plain Reinforcement Steel Both Ends Anchored BT - Proceedings of the 2nd International Seminar of Science and Applied Technology (ISSAT 2021) PB - Atlantis Press SP - 74 EP - 80 SN - 2352-5401 UR - https://doi.org/10.2991/aer.k.211106.013 DO - 10.2991/aer.k.211106.013 ID - Abdurahman2021 ER -