| Issue |
MATEC Web Conf.
Volume 138, 2017
The 6th International Conference of Euro Asia Civil Engineering Forum (EACEF 2017)
|
|
|---|---|---|
| Article Number | 02018 | |
| Number of page(s) | 7 | |
| Section | 2-Structural and Construction Engineering | |
| DOI | https://doi.org/10.1051/matecconf/201713802018 | |
| Published online | 30 December 2017 | |
The Effects of Reduced Beam Section on Castellated Beam
1 Doctoral student, Civil Engineering Department, Hasanuddin University, Makassar, Indonesia
2 Professor, Civil Engineering Department, Hasanuddin University, Makassar, Indonesia
3 Associated Professor, Civil Engineering Department, Hasanuddin University, Makassar, Indonesia
* Corresponding author: niniaswad@gmail.com
This paper presents reduced beam section (RBS) technique on castellated beam. Aim of this study is to ensure the plastic moment reach far from column face without significant of strength decreasing. Four models of castellated beam with various types of RBS and one model without RBS have been considered. ABAQUS FEA software package was used for modelling purpose. Loading condition, i.e. lateral load as representing earthquake load, was monotonic load using displacement control at the top of the column. The result shows that the maximum load and the maximum displacement with RBS and without RBS do not portray significant difference. The maximum load RBS castellated beam and without RBS were respectively 86.17 kN and 80.63 kN. It is indicated that the RBS on castellated beam might share relatively similar maximum load compared to non RBS castellated beam and the RBS can secure the stress concentration and plastic moment, the location of which is far from the column face. The reduced beam section (RBS) is put on beam-to-column moment connected on castellated beam.
© The Authors, published by EDP Sciences, 2017
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. (http://creativecommons.org/licenses/by/4.0/).
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