Proceedings of the Third International Conference on Sustainable Innovation 2019 – Technology and Engineering (IcoSITE 2019)

Finite Element Analysis of Flexural Failure of High-Strength Reinforced Concrete Columns

Authors
Harun Alrasyid, Muhammad A Rofiq, Data Iranata
Corresponding Author
Harun Alrasyid
Available Online October 2019.
DOI
https://doi.org/10.2991/icosite-19.2019.6How to use a DOI?
Keywords
concrete column, high-strength reinforced concrete, finite element analysis
Abstract
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.

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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  -