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All Journal Zero : Jurnal Sains, Matematika, dan Terapan
Sunarwadi, Hadi Surya Wibawanto
Institut Teknologi Nasional Malang
Agriculture, Biological Sciences & Forestry Chemistry Mathematics Physics

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Numerical Modeling Based on The Finite Element Method by Fortran90 Software on Beam-Column Joint Dermawan, Adi Susetyo; Ishak, Syarifuddin; Sunarwadi, Hadi Surya Wibawanto; Setiawan, Ichwan
ZERO: Jurnal Sains, Matematika dan Terapan Vol 9, No 1 (2025): Zero: Jurnal Sains Matematika dan Terapan
Publisher : UIN Sumatera Utara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30829/zero.v9i1.24753

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.
Co-Authors Dermawan, Adi Susetyo Ichwan Setiawan Ishak, Syarifuddin