Assessment of the beam configuration effects on designed beam–column connection structures using FE methodology based on experimental benchmarking

This article aims to investigate the structural behavior of beam–column joints subjected to axial force. The geometry used is the addition of a number of beam connections to the column, and the differences in the numbers of beams used are 1, 2, 4, and 4, denoted as V1, V2, V3, and V4, respectively....

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Main Authors: Satriawan Cakram Yudhifa Ganda, Prabowo Aditya Rio, Muttaqie Teguh, Ridwan Ridwan, Muhayat Nurul, Carvalho Hermes, Imaduddin Fitrian
Format: Article
Language:English
Published: De Gruyter 2023-04-01
Series:Journal of the Mechanical Behavior of Materials
Subjects:
Online Access:https://doi.org/10.1515/jmbm-2022-0284
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author Satriawan Cakram Yudhifa Ganda
Prabowo Aditya Rio
Muttaqie Teguh
Ridwan Ridwan
Muhayat Nurul
Carvalho Hermes
Imaduddin Fitrian
author_facet Satriawan Cakram Yudhifa Ganda
Prabowo Aditya Rio
Muttaqie Teguh
Ridwan Ridwan
Muhayat Nurul
Carvalho Hermes
Imaduddin Fitrian
author_sort Satriawan Cakram Yudhifa Ganda
collection DOAJ
description This article aims to investigate the structural behavior of beam–column joints subjected to axial force. The geometry used is the addition of a number of beam connections to the column, and the differences in the numbers of beams used are 1, 2, 4, and 4, denoted as V1, V2, V3, and V4, respectively.
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spelling doaj.art-607cf062e3a6463391b7ecbc8046b8be2023-05-06T15:50:46ZengDe GruyterJournal of the Mechanical Behavior of Materials2191-02432023-04-013211437610.1515/jmbm-2022-0284Assessment of the beam configuration effects on designed beam–column connection structures using FE methodology based on experimental benchmarkingSatriawan Cakram Yudhifa Ganda0Prabowo Aditya Rio1Muttaqie Teguh2Ridwan Ridwan3Muhayat Nurul4Carvalho Hermes5Imaduddin Fitrian6Department of Mechanical Engineering, Sebelas Maret University, Surakarta, 57126, IndonesiaDepartment of Mechanical Engineering, Sebelas Maret University, Surakarta, 57126, IndonesiaResearch Center for Hydrodynamics Technology, National Research and Innovation Agency (BRIN), Surabaya, 60112, IndonesiaDepartment of Mechanical Engineering, Universitas Merdeka Madiun, Madiun, 63133, IndonesiaDepartment of Mechanical Engineering, Sebelas Maret University, Surakarta, 57126, IndonesiaDepartment of Structural Engineering, Federal University of Minas Gerais, Belo Horizonte, 31270-901, BrazilDepartment of Mechanical Engineering, Islamic University of Madinah, Medina, 42351, Saudi ArabiaThis article aims to investigate the structural behavior of beam–column joints subjected to axial force. The geometry used is the addition of a number of beam connections to the column, and the differences in the numbers of beams used are 1, 2, 4, and 4, denoted as V1, V2, V3, and V4, respectively.https://doi.org/10.1515/jmbm-2022-0284finite element analysisbeam-to-column jointextended end-plate connectionfailure modesstructural behavior
spellingShingle Satriawan Cakram Yudhifa Ganda
Prabowo Aditya Rio
Muttaqie Teguh
Ridwan Ridwan
Muhayat Nurul
Carvalho Hermes
Imaduddin Fitrian
Assessment of the beam configuration effects on designed beam–column connection structures using FE methodology based on experimental benchmarking
Journal of the Mechanical Behavior of Materials
finite element analysis
beam-to-column joint
extended end-plate connection
failure modes
structural behavior
title Assessment of the beam configuration effects on designed beam–column connection structures using FE methodology based on experimental benchmarking
title_full Assessment of the beam configuration effects on designed beam–column connection structures using FE methodology based on experimental benchmarking
title_fullStr Assessment of the beam configuration effects on designed beam–column connection structures using FE methodology based on experimental benchmarking
title_full_unstemmed Assessment of the beam configuration effects on designed beam–column connection structures using FE methodology based on experimental benchmarking
title_short Assessment of the beam configuration effects on designed beam–column connection structures using FE methodology based on experimental benchmarking
title_sort assessment of the beam configuration effects on designed beam column connection structures using fe methodology based on experimental benchmarking
topic finite element analysis
beam-to-column joint
extended end-plate connection
failure modes
structural behavior
url https://doi.org/10.1515/jmbm-2022-0284
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AT muttaqieteguh assessmentofthebeamconfigurationeffectsondesignedbeamcolumnconnectionstructuresusingfemethodologybasedonexperimentalbenchmarking
AT ridwanridwan assessmentofthebeamconfigurationeffectsondesignedbeamcolumnconnectionstructuresusingfemethodologybasedonexperimentalbenchmarking
AT muhayatnurul assessmentofthebeamconfigurationeffectsondesignedbeamcolumnconnectionstructuresusingfemethodologybasedonexperimentalbenchmarking
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