Finite Element Analysis of Flexural Failure of High-Strength Reinforced Concrete Columns
Harun Alrasyid, Muhammad A Rofiq, Data Iranata
Available Online October 2019.
- https://doi.org/10.2991/icosite-19.2019.6How to use a DOI?
- concrete column, high-strength reinforced concrete, finite element analysis
- In high-rise buildings, the column has a vital role in resisting gravity and earthquake load. The utilization of high-strength concrete and high-strength steel rebar in high-rise buildings can reduce column dimension at lower storeys. In this study, Nonlinear Finite Element was carried out to model the flexure behavior of high-strength reinforced concrete columns subjected to displacement-controlled monotonic loading and constant axial loading. Two concrete columns specimen were modeled using a 3D finite-element analysis. Two-level of axial compression load was applied, as representative of low and high axial load columns in high-rise buildings, respectively. The columns were utilized with high-strength longitudinal reinforcement, high–strength transverse reinforcement, and high concrete compressive strength. Finite element analysis was carried out with appropriate material constitutive concrete and steel, geometric modeling and mesh. The finite element analysis result showed that the prediction of force – drift relationship curves is relatively similar to the experimental result.
- Open Access
- This is an open access article distributed under the CC BY-NC license.
Cite this article
TY - CONF AU - Harun Alrasyid AU - Muhammad A Rofiq AU - Data Iranata PY - 2019/10 DA - 2019/10 TI - Finite Element Analysis of Flexural Failure of High-Strength Reinforced Concrete Columns BT - Proceedings of the Third International Conference on Sustainable Innovation 2019 – Technology and Engineering (IcoSITE 2019) PB - Atlantis Press SP - 31 EP - 34 SN - 2352-5401 UR - https://doi.org/10.2991/icosite-19.2019.6 DO - https://doi.org/10.2991/icosite-19.2019.6 ID - Alrasyid2019/10 ER -