Research Article
SFRC Modelling and Non-Linear Analysis of Beam- Column Joint Under Cyclic Loading
Dr Sana Ullah Balouch1*, Shoaib Ahmad1, Ghulam Ul Hasnain1 and Dr Afaq Ahmed2
1Department of Civil Engineering, COMSATS University Islamabad, Abbottabad Campus
2Department of Civil Engineering, University of Engineering and Technology, Taxila
Dr Sana Ullah Balouch, Department of Civil Engineering, Abbottabad Campus, Pakistan.
Received Date: May 24, 2021; Published Date: July 26, 2021
Abstract
In this paper reinforced concrete beam column joint is modelled and analyzed using ABAQUS software to compare the simulated results with the experimental study. The joint is the most critical and most important part of the multi-story frames or multi-story buildings when they are subjected to earthquake loading. In this research the joint is analyzed for two different types of non-linear analysis that is non-linear static analysis and a part of non-linear dynamic analysis for the visual comparison with the experimental study.
Keywords: Beam column joint; Steel fibers; Earthquake; Cracks; Finite element analysis; Abaqus
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Dr Sana Ullah Balouch, Shoaib Ahmad, Ghulah Ul Hasan, Dr Afaq Ahmed. SFRC Modelling and Non-Linear Analysis of Beam-Column Joint Under Cyclic Loading. Cur Trends Civil & Struct Eng. 7(5): 2021. CTCSE.MS.ID.000671.
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