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....
Main Authors: | , , , , , , |
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Format: | Article |
Language: | English |
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De Gruyter
2023-04-01
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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. |
first_indexed | 2024-04-09T14:08:44Z |
format | Article |
id | doaj.art-607cf062e3a6463391b7ecbc8046b8be |
institution | Directory Open Access Journal |
issn | 2191-0243 |
language | English |
last_indexed | 2024-04-09T14:08:44Z |
publishDate | 2023-04-01 |
publisher | De Gruyter |
record_format | Article |
series | Journal of the Mechanical Behavior of Materials |
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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