Publication detail
Static strength assessment of a carbon steel S235 non-load-carrying fillet weld
DLUGOŠ, J. GÁLIS, R. DRÁPAL, L.
English title
Static strength assessment of a carbon steel S235 non-load-carrying fillet weld
Type
journal article in Web of Science
Language
en
Original abstract
There are several guidelines and standards for assessing the load capacity of welds in terms of static loading. The individual procedures – among other things – differ in the limit state considered, the characteristic stress calculation, the material data used and the critical region's location. Therefore, they lead to different allowable limit loads. The question naturally arises as follows: What is the most accurate calculation? This paper offers an answer to this question for the case of a non-load-carrying weld specimen made of S235JRG2. The specimen under investigation was subjected to the static strength assessment via & Ccaron;SN 05 0120, Eurocode 3, AWS D1.1/D1.1M:2020, AISC, FKM and the FEMFAT software. Subsequently, an experiment was carried out for a given geometry and a combination of base and weld materials. The methods best correlating with the experiment were uncovered. The rupture of the specimen did not occur near the notches of the weld seam but in the region of the largest plastic deformation. This was also confirmed by a finite element analysis.
English abstract
There are several guidelines and standards for assessing the load capacity of welds in terms of static loading. The individual procedures – among other things – differ in the limit state considered, the characteristic stress calculation, the material data used and the critical region's location. Therefore, they lead to different allowable limit loads. The question naturally arises as follows: What is the most accurate calculation? This paper offers an answer to this question for the case of a non-load-carrying weld specimen made of S235JRG2. The specimen under investigation was subjected to the static strength assessment via & Ccaron;SN 05 0120, Eurocode 3, AWS D1.1/D1.1M:2020, AISC, FKM and the FEMFAT software. Subsequently, an experiment was carried out for a given geometry and a combination of base and weld materials. The methods best correlating with the experiment were uncovered. The rupture of the specimen did not occur near the notches of the weld seam but in the region of the largest plastic deformation. This was also confirmed by a finite element analysis.
Keywords in English
Fillet welds; Computational model; Finite element analysis; Non-load-carrying weld; Static loading
Released
12.06.2025
Publisher
SPRINGER HEIDELBERG
Location
HEIDELBERG
ISSN
0043-2288
Number
Červen
Pages count
13
BIBTEX
@article{BUT198119,
author="Jozef {Dlugoš} and Róbert {Gális} and Lubomír {Drápal},
title="Static strength assessment of a carbon steel S235 non-load-carrying fillet weld",
year="2025",
number="Červen",
month="June",
publisher="SPRINGER HEIDELBERG",
address="HEIDELBERG",
issn="0043-2288"
}