Strength model for softened heat-affected zone of S700 butt-welded connections
Havula, Jarmo; Rahman, Mizanur; Oksanen, Ville; Mela, Kristo; Uusitalo, Juha; Kömi, Jukka (2025-05-08)
Havula, Jarmo
Rahman, Mizanur
Oksanen, Ville
Mela, Kristo
Uusitalo, Juha
Kömi, Jukka
Elsevier
08.05.2025
Jarmo Havula, Mizanur Rahman, Ville Oksanen, Kristo Mela, Juha Uusitalo, Jukka Kömi, Strength model for softened heat-affected zone of S700 butt-welded connections, Journal of Constructional Steel Research, Volume 232, 2025, 109621, ISSN 0143-974X, https://doi.org/10.1016/j.jcsr.2025.109621
https://creativecommons.org/licenses/by/4.0/
© 2025 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
https://creativecommons.org/licenses/by/4.0/
© 2025 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
https://creativecommons.org/licenses/by/4.0/
Julkaisun pysyvä osoite on
https://urn.fi/URN:NBN:fi:oulu-202505093224
https://urn.fi/URN:NBN:fi:oulu-202505093224
Tiivistelmä
Abstract
The growing use of high strength steel in construction necessitates updates to the weld design rules, particularly for the heat-affected zone (HAZ), where welding induces softening and potential strength reduction. This study examines gas metal arc-welded joints of S700 high-strength low-alloy steel, focusing on the softened HAZ. Tensile tests show that small-scale specimens have ∼5 % lower strength than standard-sized counterparts, emphasizing the impact of specimen size on strength assessment. The thermally simulated wide HAZ soft zone has ∼10 % lower strength compared to the welded specimens with narrower soft zone, indicating the magnitude of the constraint effect. The lowest strength of the simulated HAZ was reached with ∼18 s t8/5-time and peak temperature of 912C°, leading to ∼17 % decrease in strength compared to the base material. The welds with a long (∼18 s) t8/5-time have approximately 8 % lower strength than the welds with a short (∼6 s) t8/5-time. Based on the experiments, the study introduces a novel semi-empirical equation with two damage parameters to predict the softened HAZ tensile strength. The effect of a triaxial stress state on the tensile strength was considered indirectly, by considering the relative width of the soft zone and the relative hardness values of the soft zone and the stronger adjacent zones, including weld metal. Using the developed equation, the relative width 0.52 of the soft zone provides the same strength as the base material.
The growing use of high strength steel in construction necessitates updates to the weld design rules, particularly for the heat-affected zone (HAZ), where welding induces softening and potential strength reduction. This study examines gas metal arc-welded joints of S700 high-strength low-alloy steel, focusing on the softened HAZ. Tensile tests show that small-scale specimens have ∼5 % lower strength than standard-sized counterparts, emphasizing the impact of specimen size on strength assessment. The thermally simulated wide HAZ soft zone has ∼10 % lower strength compared to the welded specimens with narrower soft zone, indicating the magnitude of the constraint effect. The lowest strength of the simulated HAZ was reached with ∼18 s t8/5-time and peak temperature of 912C°, leading to ∼17 % decrease in strength compared to the base material. The welds with a long (∼18 s) t8/5-time have approximately 8 % lower strength than the welds with a short (∼6 s) t8/5-time. Based on the experiments, the study introduces a novel semi-empirical equation with two damage parameters to predict the softened HAZ tensile strength. The effect of a triaxial stress state on the tensile strength was considered indirectly, by considering the relative width of the soft zone and the relative hardness values of the soft zone and the stronger adjacent zones, including weld metal. Using the developed equation, the relative width 0.52 of the soft zone provides the same strength as the base material.
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