| Issue |
MATEC Web Conf.
Volume 195, 2018
The 4th International Conference on Rehabilitation and Maintenance in Civil Engineering (ICRMCE 2018)
|
|
|---|---|---|
| Article Number | 02009 | |
| Number of page(s) | 10 | |
| Section | Structural Engineering | |
| DOI | https://doi.org/10.1051/matecconf/201819502009 | |
| Published online | 22 August 2018 | |
Numerical study on beam-column connection of cantilever precast concrete beam with asymmetric shape under static load
Department of Civil Engineering, Faculty of Engineering, Universitas Muhammadiyah Yogyakarta, 55183 Lingkar Selatan Street Tamantirto Kasihan Bantul Yogyakarta, Indonesia
* Corresponding author: hakasprayuda@umy.ac.id
Cantilever beams are generally used in all infrastructures, including precast concrete structures. In that type of structure, the asymmetric-section shape usage will be optimum and effective. However, in precast concrete structures, it might be susceptible especially in beamto- connection parts due to its strength. In this research, the damage mechanism of connections between cantilever beams and columns in precast concrete will be analyzed. The asymmetric shape will be applied in cantilever beams. Three samples were made with a length of 1500 mm equipped with six 10 mm-diameter deformed rebar and stirrup with 6 mmdiameter plain rebar. The results show that each of the three speciments has its own effectiveness based on stress, strain, displacement, load, and other related parameters.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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