Optimization of Fillet Welded Single Angle Connection Length:  A Review

S.K Jaiswal , Deepti Hazari, Reena V Mathai

Optimization of Fillet Welded Single Angle Connection Length: A Review

Authors

S.K Jaiswal , Deepti Hazari, Reena V Mathai

Keywords:

Welded connections; Fillet welds; Shear lag; Block shear; Fatigue; Residual stress; High-strength steel; Finite element modelling; Artificial intelligence; Digital twin

Abstract

Welded structural connections are fundamental components in steel structures, governing loadtransfer, stiffness compatibility, and global structural integrity. Unlike bolted connections, weldedjoints introduce load through material continuity, resulting in complex stress redistribution, residual stress development, and localized material degradation

References

Abedin, M., Maleki, S., Kiani, N., Shahrokhinasab, E. (2019). Shear lag effects in angles welded at both legs. Journal of Constructional Steel Research, 158, 428–441.

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Published

2023-02-15

How to Cite

S.K Jaiswal , Deepti Hazari, Reena V Mathai. (2023). Optimization of Fillet Welded Single Angle Connection Length: A Review . Journal of Computational Analysis and Applications (JoCAAA), 31(2), 712–727. Retrieved from https://www.eudoxuspress.com/index.php/pub/article/view/4769