Numerical Modeling Based on The Finite Element Method by Fortran90 Software on Beam-Column Joint

Authors

  • Adi Susetyo Dermawan Achmad Yani Banjarmasin University
  • Syarifuddin Ishak Brawijaya University
  • Hadi Surya Wibawanto Sunarwadi Institut Teknologi Nasional Malang
  • Ichwan Setiawan Department of Civil Engineering, Muhammadiyah Banjarmasin University, Banjarmasin, Indonesia

DOI:

https://doi.org/10.30829/zero.v9i1.24753

Keywords:

Modelling, Numeric, experimental, FEM, Fortran90, beam-column joint

Abstract

This research discusses the finite element modeling of flexural failure in beam-column joints subjected to monotonic loads. This research aims to model numerically based on the finite element method by Fortran90 software on beam-column joint. The analysis is conducted using two-dimensional finite element method with three sides (triangular). The method used is quantitative and experimental. Validation testing is carried out on beam-column joint specimens with beam dimensions of 15x20 cm and column dimensions of 20x20 cm (a length of 100 cm). The compressive strength of the beam-column joint is 21 MPa. The test was conducted with a loading pattern at the end of the beam at a height of 1 m from the column. The comparison between the calculations using laboratory testing and the finite element method shows very consistent results.

Author Biography

Adi Susetyo Dermawan, Achmad Yani Banjarmasin University

Dr. Ir. Adi Susetyo Dermawan, S.T., M.T. was born in Bojonegoro on January 9, 1975. He is a lecturer in the Civil Engineering Study Program at the Faculty of Engineering, Achmad Yani University Banjarmasin since 2009, specializing in Civil Engineering with a focus on structures. He obtained his Diploma from Sepuluh Nopember Institute of Technology (ITS) in 1999. He continued his education by earning his Bachelor's degree in 2006 and his Master's degree in 2010 from Lambung Mangkurat University Banjarmasin, and his Doctorate from Brawijaya University in 2022 in the field of civil engineering, specifically structures.email: as_dermawan@yahoo.comĀ 

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Published

2025-07-03