Notch stress concepts for the fatigue assessment of welded joints – Background and applications

By C. Sonsino, W. Fricke, F. D. Bruyne, A. Hoppe, A. Ahmadi, G. Zhang. 2012

244 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/0e185e723eda34526f40449f7d9b37f0251bd4e4

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. M. Zappalorto
2. P. Lazzarin
3. Xiao-Wei Ye
4. Y. H. Su
5. J. P. Han
6. Filippo Berto
7. F. J. Gómez
8. M. Elices

In Mechanics of Materials

1. M. Zappalorto
2. P. Lazzarin
3. Xiao-Wei Ye
4. Y. H. Su
5. J. P. Han
6. Filippo Berto
7. M. Elices
8. F. J. Gómez

Citations in the corpus

• A State-of-the-Art Review on Fatigue Life Assessment of Steel Bridges (2014, background): “[66] investigated the applicability of four examples from different industrial sectors in terms of notch stress concept with the reference radius of 1mm for thick walled and 0.”
• In-plane and out-of-plane stress field solutions for V-notches with end holes (2011, background): “Radaj’s proposal of a fictitious notch root radius of 1 mm for steel welded joints has been later modified into a radius of 0.05 mm in the case of thin walled welded joints (for more details about the theoretical background and the applicability of the method see ( Sonsino et al. 2010 )).”