Detail publikačního výsledku

Static strength assessment of a carbon steel S235 non-load-carrying fillet weld

DLUGOŠ, J.; GÁLIS, R.; DRÁPAL, L.

Originální název

Static strength assessment of a carbon steel S235 non-load-carrying fillet weld

Anglický název

Static strength assessment of a carbon steel S235 non-load-carrying fillet weld

Druh

Článek WoS

Originální abstrakt

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.

Anglický abstrakt

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.

Klíčová slova

Fillet welds; Computational model; Finite element analysis; Non-load-carrying weld; Static loading

Klíčová slova v angličtině

Fillet welds; Computational model; Finite element analysis; Non-load-carrying weld; Static loading

Autoři

DLUGOŠ, J.; GÁLIS, R.; DRÁPAL, L.

Vydáno

12.06.2025

Nakladatel

Springer Nature

Místo

HEIDELBERG

ISSN

0043-2288

Periodikum

Welding in the World

Svazek

69

Číslo

6

Stát

Francouzská republika

Strany od

2419

Strany do

2431

Strany počet

13

URL

https://link.springer.com/article/10.1007/s40194-025-02099-y

Plný text v Digitální knihovně

http://hdl.handle.net/11012/255176

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",
  journal="Welding in the World",
  year="2025",
  volume="69",
  number="6",
  pages="2419--2431",
  doi="10.1007/s40194-025-02099-y",
  issn="0043-2288",
  url="https://link.springer.com/article/10.1007/s40194-025-02099-y"
}

Dokumenty

s40194-025-02099-y