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Optimization analysis for bolted steel I-beam: Considering various sizes of beam web with a focus on sustainability design
Steel structural construction has consistently held a pivotal role in modern construction practices. Presently, a substantial portion of research efforts has been directed towards the examination of bolted connections, while the optimization of steel beam usage has not garnered equivalent attention....
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Published in: | IOP conference series. Earth and environmental science 2024-06, Vol.1369 (1), p.12034 |
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creator | Rahim, Nur Liza Siang, Lee Jun Salehuddin, Shamshinar Ibrahim, Norlia Mohamad Zahid, Mohd Zulham Affandi Bin Mohd Sofri, Liyana Ahmad Amat, Roshazita Che Fikri, Rijalul |
description | Steel structural construction has consistently held a pivotal role in modern construction practices. Presently, a substantial portion of research efforts has been directed towards the examination of bolted connections, while the optimization of steel beam usage has not garnered equivalent attention. This research initiative is focused on determining the ideal dimensions for the beam web through the utilization of finite element analysis (FEA). This analysis specifically investigates bolted steel I-beams featuring varying beam web sizes under concentrated loads. To achieve this, a three-dimensional (3D) simulation model of a bolted beam-to-column structure has been meticulously constructed and executed within the ABAQUS software to derive optimization insights. The beam web sizes considered span a range from 200 mm, representing a smaller size, to 400 mm, signifying a medium size, and up to 600 mm, which represents a larger beam web size. Following the simulation, the results pertaining to beam displacement and bending stress have been tabulated and compared against manually calculated values to validate the accuracy of the simulation. Remarkably, the percentage disparity between the FEA and manual calculations remained below 5 %, signifying a high level of acceptability. From the post hoc test, the efficiency rate of the 400 mm beam web size stood at 76.67 %, rendering it the most favourable choice in terms of cost-effectiveness and sustainability among the three considered sizes. |
doi_str_mv | 10.1088/1755-1315/1369/1/012034 |
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Presently, a substantial portion of research efforts has been directed towards the examination of bolted connections, while the optimization of steel beam usage has not garnered equivalent attention. This research initiative is focused on determining the ideal dimensions for the beam web through the utilization of finite element analysis (FEA). This analysis specifically investigates bolted steel I-beams featuring varying beam web sizes under concentrated loads. To achieve this, a three-dimensional (3D) simulation model of a bolted beam-to-column structure has been meticulously constructed and executed within the ABAQUS software to derive optimization insights. The beam web sizes considered span a range from 200 mm, representing a smaller size, to 400 mm, signifying a medium size, and up to 600 mm, which represents a larger beam web size. Following the simulation, the results pertaining to beam displacement and bending stress have been tabulated and compared against manually calculated values to validate the accuracy of the simulation. Remarkably, the percentage disparity between the FEA and manual calculations remained below 5 %, signifying a high level of acceptability. From the post hoc test, the efficiency rate of the 400 mm beam web size stood at 76.67 %, rendering it the most favourable choice in terms of cost-effectiveness and sustainability among the three considered sizes.</description><identifier>ISSN: 1755-1307</identifier><identifier>EISSN: 1755-1315</identifier><identifier>DOI: 10.1088/1755-1315/1369/1/012034</identifier><language>eng</language><publisher>Bristol: IOP Publishing</publisher><subject>Bending stresses ; Bolted joints ; Columnar structure ; Computer simulation ; Concentrated loads ; Cost effectiveness ; Design optimization ; Finite element method ; I beams ; Optimization ; Simulation ; Simulation models ; Steel ; Steel beams ; Steel construction ; Sustainability ; Three dimensional analysis ; Webs (structural)</subject><ispartof>IOP conference series. 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Earth and environmental science</title><addtitle>IOP Conf. Ser.: Earth Environ. Sci</addtitle><description>Steel structural construction has consistently held a pivotal role in modern construction practices. Presently, a substantial portion of research efforts has been directed towards the examination of bolted connections, while the optimization of steel beam usage has not garnered equivalent attention. This research initiative is focused on determining the ideal dimensions for the beam web through the utilization of finite element analysis (FEA). This analysis specifically investigates bolted steel I-beams featuring varying beam web sizes under concentrated loads. To achieve this, a three-dimensional (3D) simulation model of a bolted beam-to-column structure has been meticulously constructed and executed within the ABAQUS software to derive optimization insights. The beam web sizes considered span a range from 200 mm, representing a smaller size, to 400 mm, signifying a medium size, and up to 600 mm, which represents a larger beam web size. Following the simulation, the results pertaining to beam displacement and bending stress have been tabulated and compared against manually calculated values to validate the accuracy of the simulation. Remarkably, the percentage disparity between the FEA and manual calculations remained below 5 %, signifying a high level of acceptability. From the post hoc test, the efficiency rate of the 400 mm beam web size stood at 76.67 %, rendering it the most favourable choice in terms of cost-effectiveness and sustainability among the three considered sizes.</description><subject>Bending stresses</subject><subject>Bolted joints</subject><subject>Columnar structure</subject><subject>Computer simulation</subject><subject>Concentrated loads</subject><subject>Cost effectiveness</subject><subject>Design optimization</subject><subject>Finite element method</subject><subject>I beams</subject><subject>Optimization</subject><subject>Simulation</subject><subject>Simulation models</subject><subject>Steel</subject><subject>Steel beams</subject><subject>Steel construction</subject><subject>Sustainability</subject><subject>Three dimensional analysis</subject><subject>Webs (structural)</subject><issn>1755-1307</issn><issn>1755-1315</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><sourceid>PIMPY</sourceid><recordid>eNqFkE1Lw0AQhoMoWKu_wQVPHmJ3sh9JvEmpWij0oJ6XTbpbt6TZuJNa2l9vQqUiCJ5mYJ73hXmi6BroHdAsG0EqRAwMxAiYzEcwopBQxk-iwfFyetxpeh5dIK4olSln-SDaz5vWrd1et87XRNe62qFDYn0gha9asyDYGlORaVwYvb4nY1-jW5jg6iX51MH5DRJ0e4PEW9IjZGsKsnXtO9FdS9mdu17cYKtdrQtXuXZHFgbdsr6Mzqyu0Fx9z2H09jh5HT_Hs_nTdPwwi0sQnMfAi5RzkZTSGqHLnGZJWkpaFoXOIS2YpsxabiUVGWPS5prL3CZQWilkDrlgw-jm0NsE_7Ex2KqV34TuU1SMZpCCZBnvqPRAlcEjBmNVE9xah50CqnrRqleoep2qF61AHUR3SXZIOt_8VP-fuv0jNZm8_OZUs7DsCwnMjaY</recordid><startdate>20240601</startdate><enddate>20240601</enddate><creator>Rahim, Nur Liza</creator><creator>Siang, Lee Jun</creator><creator>Salehuddin, Shamshinar</creator><creator>Ibrahim, Norlia Mohamad</creator><creator>Zahid, Mohd Zulham Affandi Bin Mohd</creator><creator>Sofri, Liyana Ahmad</creator><creator>Amat, Roshazita Che</creator><creator>Fikri, Rijalul</creator><general>IOP Publishing</general><scope>O3W</scope><scope>TSCCA</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>PATMY</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PRINS</scope><scope>PYCSY</scope></search><sort><creationdate>20240601</creationdate><title>Optimization analysis for bolted steel I-beam: Considering various sizes of beam web with a focus on sustainability design</title><author>Rahim, Nur Liza ; Siang, Lee Jun ; Salehuddin, Shamshinar ; Ibrahim, Norlia Mohamad ; Zahid, Mohd Zulham Affandi Bin Mohd ; Sofri, Liyana Ahmad ; Amat, Roshazita Che ; Fikri, Rijalul</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c1544-14b74452c6fe5ac90827c60cbba917b3a03ff4f6058336f9a469f21cf65691953</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2024</creationdate><topic>Bending stresses</topic><topic>Bolted joints</topic><topic>Columnar structure</topic><topic>Computer simulation</topic><topic>Concentrated loads</topic><topic>Cost effectiveness</topic><topic>Design optimization</topic><topic>Finite element method</topic><topic>I beams</topic><topic>Optimization</topic><topic>Simulation</topic><topic>Simulation models</topic><topic>Steel</topic><topic>Steel beams</topic><topic>Steel construction</topic><topic>Sustainability</topic><topic>Three dimensional analysis</topic><topic>Webs (structural)</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Rahim, Nur Liza</creatorcontrib><creatorcontrib>Siang, Lee Jun</creatorcontrib><creatorcontrib>Salehuddin, Shamshinar</creatorcontrib><creatorcontrib>Ibrahim, Norlia Mohamad</creatorcontrib><creatorcontrib>Zahid, Mohd Zulham Affandi Bin Mohd</creatorcontrib><creatorcontrib>Sofri, Liyana Ahmad</creatorcontrib><creatorcontrib>Amat, Roshazita Che</creatorcontrib><creatorcontrib>Fikri, Rijalul</creatorcontrib><collection>Open Access: IOP Publishing Free Content</collection><collection>IOPscience (Open Access)</collection><collection>CrossRef</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>AUTh Library subscriptions: ProQuest Central</collection><collection>Natural Science Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>ProQuest Central Student</collection><collection>SciTech Premium Collection</collection><collection>Environmental Science Database</collection><collection>Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central China</collection><collection>Environmental Science Collection</collection><jtitle>IOP conference series. 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subjects | Bending stresses Bolted joints Columnar structure Computer simulation Concentrated loads Cost effectiveness Design optimization Finite element method I beams Optimization Simulation Simulation models Steel Steel beams Steel construction Sustainability Three dimensional analysis Webs (structural) |
title | Optimization analysis for bolted steel I-beam: Considering various sizes of beam web with a focus on sustainability design |
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