Flexural Strength of RHS Perforated Lean Duplex Stainless Steel Beam at Temperature 24-900ºC
The investigation of stainless steel structures at elevated temperatures is still limited, especially to those focused on the behaviour of perforated beams. Therefore, a numerical study was conducted to investigate the behaviour and strength of cold-formed lean duplex stainless steel (CFLDSS) beams...
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Format: | Article |
Language: | English |
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Petra Christian University
2024-03-01
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Series: | Civil Engineering Dimension |
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Online Access: | https://ced.petra.ac.id/index.php/civ/article/view/27072 |
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author | Kelsen Andrian Priestley Andy Prabowo |
author_facet | Kelsen Andrian Priestley Andy Prabowo |
author_sort | Kelsen Andrian Priestley |
collection | DOAJ |
description |
The investigation of stainless steel structures at elevated temperatures is still limited, especially to those focused on the behaviour of perforated beams. Therefore, a numerical study was conducted to investigate the behaviour and strength of cold-formed lean duplex stainless steel (CFLDSS) beams having a single web perforation that failed due to pure bending at temperatures between 24-900oC. In total, 200 square and rectangular hollow sections (RHSs), which had various cross-section sizes, hole diameters, and temperature simulations, were involved in the parametric study. The numerical study was based on the ABAQUS simulation results of the 200 specimens. The numerical model was developed based on the validated existing studies. Numerical evaluations show that the existing codified strength predictions are conservative, but it has inconsistent safety. Hence, this study suggests modifications to the existing strength prediction, which is more conservative and reliable.
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first_indexed | 2024-04-24T23:48:23Z |
format | Article |
id | doaj.art-1e914544754a4923af67d693c35fe756 |
institution | Directory Open Access Journal |
issn | 1410-9530 1979-570X |
language | English |
last_indexed | 2024-04-24T23:48:23Z |
publishDate | 2024-03-01 |
publisher | Petra Christian University |
record_format | Article |
series | Civil Engineering Dimension |
spelling | doaj.art-1e914544754a4923af67d693c35fe7562024-03-15T02:52:40ZengPetra Christian UniversityCivil Engineering Dimension1410-95301979-570X2024-03-0126110.9744/ced.26.1.71-80Flexural Strength of RHS Perforated Lean Duplex Stainless Steel Beam at Temperature 24-900ºCKelsen Andrian Priestley0Andy Prabowo1Universitas TarumanagaraUniversitas Tarumanagara The investigation of stainless steel structures at elevated temperatures is still limited, especially to those focused on the behaviour of perforated beams. Therefore, a numerical study was conducted to investigate the behaviour and strength of cold-formed lean duplex stainless steel (CFLDSS) beams having a single web perforation that failed due to pure bending at temperatures between 24-900oC. In total, 200 square and rectangular hollow sections (RHSs), which had various cross-section sizes, hole diameters, and temperature simulations, were involved in the parametric study. The numerical study was based on the ABAQUS simulation results of the 200 specimens. The numerical model was developed based on the validated existing studies. Numerical evaluations show that the existing codified strength predictions are conservative, but it has inconsistent safety. Hence, this study suggests modifications to the existing strength prediction, which is more conservative and reliable. https://ced.petra.ac.id/index.php/civ/article/view/27072lean duplexstainless steelelevated temperatures perforated RHS beampure bending |
spellingShingle | Kelsen Andrian Priestley Andy Prabowo Flexural Strength of RHS Perforated Lean Duplex Stainless Steel Beam at Temperature 24-900ºC Civil Engineering Dimension lean duplex stainless steel elevated temperatures perforated RHS beam pure bending |
title | Flexural Strength of RHS Perforated Lean Duplex Stainless Steel Beam at Temperature 24-900ºC |
title_full | Flexural Strength of RHS Perforated Lean Duplex Stainless Steel Beam at Temperature 24-900ºC |
title_fullStr | Flexural Strength of RHS Perforated Lean Duplex Stainless Steel Beam at Temperature 24-900ºC |
title_full_unstemmed | Flexural Strength of RHS Perforated Lean Duplex Stainless Steel Beam at Temperature 24-900ºC |
title_short | Flexural Strength of RHS Perforated Lean Duplex Stainless Steel Beam at Temperature 24-900ºC |
title_sort | flexural strength of rhs perforated lean duplex stainless steel beam at temperature 24 900ºc |
topic | lean duplex stainless steel elevated temperatures perforated RHS beam pure bending |
url | https://ced.petra.ac.id/index.php/civ/article/view/27072 |
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