Testing and numerical modelling of S690 high strength steel welded I-sections under compression

An extensive study on S690 high strength steel welded I-section is carried out in this particular study, including an experimental testing and numerical modelling on the material properties and cross-section compression capacities of welded I-sections manufactured from steel plates of grade S690. Ei...

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Main Author: Tan, Hui Qi
Other Authors: Zhao Ou
Format: Final Year Project
Language:English
Published: 2019
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Online Access:http://hdl.handle.net/10356/77743
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-777432023-03-03T16:59:01Z Testing and numerical modelling of S690 high strength steel welded I-sections under compression Tan, Hui Qi Zhao Ou School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering An extensive study on S690 high strength steel welded I-section is carried out in this particular study, including an experimental testing and numerical modelling on the material properties and cross-section compression capacities of welded I-sections manufactured from steel plates of grade S690. Eight different welded I-sections fabricated through gas metal arc (GMA) welding were utilised in the testing. The testing programme included material coupon tests, initial geometric imperfection measurements, residual stress measurements and a total of sixteen stub column tests. Through this testing, a newly proposed predictive model is developed for the residual stress distribution pattern in S690 welded I-sections. Subsequently, a numerical study involving finite element simulation was carried out, to validate the developed numerical models against the experimental testing results, and subsequently used to conduct further parametric studies to expand the data pool covering a wider range of dimensions. Thereafter, the experimental and numerically obtained load-carrying capacities were then employed to evaluate the accuracy of three existing design codes, in their respective provisions of slenderness limits and local buckling design. The three design codes evaluated were the European, American and Australian standards, catered to S690 welded I-sections in compression. Through this evaluation, it be deduced that the slenderness limits provided by the codes are overall quite accurate in the cross-section classification of S690 welded I-sections. The codified provisions for local buckling design were also found being able to obtain generally accurate predictions of compression resistances, with the closest accuracy obtained from the American standards. Bachelor of Engineering (Civil) 2019-06-06T01:29:35Z 2019-06-06T01:29:35Z 2019 Final Year Project (FYP) http://hdl.handle.net/10356/77743 en Nanyang Technological University 50 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Civil engineering
spellingShingle DRNTU::Engineering::Civil engineering
Tan, Hui Qi
Testing and numerical modelling of S690 high strength steel welded I-sections under compression
description An extensive study on S690 high strength steel welded I-section is carried out in this particular study, including an experimental testing and numerical modelling on the material properties and cross-section compression capacities of welded I-sections manufactured from steel plates of grade S690. Eight different welded I-sections fabricated through gas metal arc (GMA) welding were utilised in the testing. The testing programme included material coupon tests, initial geometric imperfection measurements, residual stress measurements and a total of sixteen stub column tests. Through this testing, a newly proposed predictive model is developed for the residual stress distribution pattern in S690 welded I-sections. Subsequently, a numerical study involving finite element simulation was carried out, to validate the developed numerical models against the experimental testing results, and subsequently used to conduct further parametric studies to expand the data pool covering a wider range of dimensions. Thereafter, the experimental and numerically obtained load-carrying capacities were then employed to evaluate the accuracy of three existing design codes, in their respective provisions of slenderness limits and local buckling design. The three design codes evaluated were the European, American and Australian standards, catered to S690 welded I-sections in compression. Through this evaluation, it be deduced that the slenderness limits provided by the codes are overall quite accurate in the cross-section classification of S690 welded I-sections. The codified provisions for local buckling design were also found being able to obtain generally accurate predictions of compression resistances, with the closest accuracy obtained from the American standards.
author2 Zhao Ou
author_facet Zhao Ou
Tan, Hui Qi
format Final Year Project
author Tan, Hui Qi
author_sort Tan, Hui Qi
title Testing and numerical modelling of S690 high strength steel welded I-sections under compression
title_short Testing and numerical modelling of S690 high strength steel welded I-sections under compression
title_full Testing and numerical modelling of S690 high strength steel welded I-sections under compression
title_fullStr Testing and numerical modelling of S690 high strength steel welded I-sections under compression
title_full_unstemmed Testing and numerical modelling of S690 high strength steel welded I-sections under compression
title_sort testing and numerical modelling of s690 high strength steel welded i-sections under compression
publishDate 2019
url http://hdl.handle.net/10356/77743
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