Beams in engineering structures are mainly jointed together by welding. In general, they are imposed to static and dynamic loads. Thus, analyses of welds are very important to study their behaviours. In this study finite element analyses of welds in the cantilever box beams are performed using the ANSYS program. Two different types of weld are considered; full penetration welds and fillet welds. Stress distributions in different paths are calculated for both types. It is shown that using of full penetration welds in a structure leads to safer welds than using of fillet welds. In addition, effects of different parameters such as fillet weld leg, weld material, thickness of cantilever box beam, and amount of its penetration in beam are studied.
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ASME 2010 10th Biennial Conference on Engineering Systems Design and Analysis
July 12–14, 2010
Istanbul, Turkey
Conference Sponsors:
- International
ISBN:
978-0-7918-4918-7
PROCEEDINGS PAPER
Finite Element Analysis of Full Penetration and Fillet Welds in Cantilever Beams Available to Purchase
M. Mirzaali,
M. Mirzaali
Tarbiat Modares University, Tehran, Iran
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I. Sattarifar
I. Sattarifar
Amirkabir University of Technology, Tehran, Iran
Search for other works by this author on:
M. Mirzaali
Tarbiat Modares University, Tehran, Iran
I. Sattarifar
Amirkabir University of Technology, Tehran, Iran
Paper No:
ESDA2010-24438, pp. 393-399; 7 pages
Published Online:
December 28, 2010
Citation
Mirzaali, M, & Sattarifar, I. "Finite Element Analysis of Full Penetration and Fillet Welds in Cantilever Beams." Proceedings of the ASME 2010 10th Biennial Conference on Engineering Systems Design and Analysis. ASME 2010 10th Biennial Conference on Engineering Systems Design and Analysis, Volume 4. Istanbul, Turkey. July 12–14, 2010. pp. 393-399. ASME. https://doi.org/10.1115/ESDA2010-24438
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