Proceedings of the 2nd International Seminar of Science and Applied Technology (ISSAT 2021)

The Reinforcement of Flexible Composite Beams Laminated Camphor – Reinforced Concrete

Authors
Pamella M Sri Rezeki1, *, Yackob Astor2, Mujiman2, Ery Radya Juarti2
1Master of Applied Infrastructure Engineering Study Program, Politeknik Negeri Bandung, Jawa Barat, Indonesia
2Departemen of Civil Engineering, Politeknik Negeri Bandung, Jawa Barat, Indonesia
*Corresponding author. Email: pamella.meidina.mtri19@polban.ac.id
Corresponding Author
Pamella M Sri Rezeki
Available Online 23 November 2021.
DOI
10.2991/aer.k.211106.010How to use a DOI?
Keywords
Laminated Wood Beams; Composite Beams; Wood Characteristic Testing; Flexural Reinforcement; CFRP
Abstract

Indonesia has a lot of abundant material resources. One of them is the availability of solid wood that can be used for bridge construction. The wood used as a bridge structural element has a 15-20 meters span with class III road loading capacity. However, wood has limited dimensions. Therefore, it is needed for wood to be composited into reinforced concrete laminated beams as planned. The planning of reinforced concrete laminated wood beams refers to the materials’ characteristics, including the mechanical properties of Camphor wood. These characteristics are used as the basis for analyzing the performance of Laminated-concrete-reinforced Camphor composite beams. The dimensions of the composite beam specimen are 250 x 30 x 25.5 cm in the scale of a 1:3 model with actual measurements. The analysis was carried out manually to determine the strength of the Laminated-concrete-reinforced Camphor composite beams. The variables used in this analysis include the number of layers of CFRP as flexural reinforcement compared to beams without CFRP reinforcement. The number of layers of CFRP consists of 1 layer, 2 layers, 3 layers. Composite beams were analyzed with two concentrated loads in the area 1/3 of the span length from the supports. The results of the analysis show that the composite beam using CFRP can carry an additional load of 86.86 kN (101.68%) for 1 layer of CFRP; 87.99 kN (103.07%) for 2 layers of CFRP; and 93.81 kN (109.83%) for 3 layers of CFRP compared to the experimental load that can be received by standard composite beams of 85.42 kN (100%).

Copyright
© 2021 The Authors. Published by Atlantis Press International B.V.
Open Access
This is an open access article under the CC BY-NC license.

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Volume Title
Proceedings of the 2nd International Seminar of Science and Applied Technology (ISSAT 2021)
Series
Advances in Engineering Research
Publication Date
23 November 2021
ISBN
10.2991/aer.k.211106.010
ISSN
2352-5401
DOI
10.2991/aer.k.211106.010How to use a DOI?
Copyright
© 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  - Pamella M Sri Rezeki
AU  - Yackob Astor
AU  - Mujiman
AU  - Ery Radya Juarti
PY  - 2021
DA  - 2021/11/23
TI  - The Reinforcement of Flexible Composite Beams Laminated Camphor – Reinforced Concrete
BT  - Proceedings of the 2nd International Seminar of Science and Applied Technology (ISSAT 2021)
PB  - Atlantis Press
SP  - 58
EP  - 62
SN  - 2352-5401
UR  - https://doi.org/10.2991/aer.k.211106.010
DO  - 10.2991/aer.k.211106.010
ID  - Rezeki2021
ER  -