1. 1. Z. Hashin and A. Rotem, "A Cumulative Damage Theory of Fatigue Failure," Materials Science and Engineering, vol. 24, pp. 147 - 160, 1978.
   2. BS 5400. Steel, concrete and composite bridges: part 10: code of practice for fatigue, London: British Standards Institute, 1980.
   3. Steel Bridge Code. Indian railway standard code of practice for the design of steel or wrought iron bridges carrying rail, road or pedestrian traffic, Lucknow: Research designs and standards organization, 2015.
   4. A. Hobbacher, Recommendation for fatigue design of welded joints and components, Wilhelmshaven, Germany: International Institute of Welding, 2003.
   5.  D. Radaj, C. M. Sonsino and W. Fricke, Fatigue Assessment of Welded Joints by Local Approaches, 2nd ed., Abington, Cambridge: Woodhead Publishing Limited, 2006.
   6. P. Dong, "A structural stress definition and numerical implementation for fatigue analysis of welded joints," International Journal of Fatigue, vol. 23, no. 10, p. 865–876, November 2001.
   7. Z. G. Xiao and K. Yamada, "A method of determining geometric stress for fatigue strength evaluation of steel welded joints," International Journal of Fatigue, vol. 26, no. 12, p. 1277–1293, December 2004.
   8.  I. Poutiainen, P. Tanskanen and G. Marquis, "Finite element methods for structural hot spot stress determination—a comparison of procedures," International Journal of Fatigue, vol. 26, no. 11, p. 1147–1157, November 2004. 
   9. T. Chan, Z. X. Li and J. M. Ko, "Fatigue analysis and life prediction of bridges with structural health monitoring data — Part II: application," International Journal of Fatigue, vol. 23, no. 1, p. 55–64, January 2001.
   10. G. Zhang and B. Richter, "New approach to the numerical fatigue-life prediction of spot-welded structures," Fatigue & Fracture of EngineeringMaterials & Structures, vol. 23, no. 6, p. 499–508, March 2000.