1 |
Barsom, J.M. and Rolfe, S.T. (1999), Fracture and Fatigue Control in Structures, America Society for Testing and Materials, 222-225
|
2 |
Femand, Ellyin (1997), Fatigue Damage, Crack Growth and Life Prediction, Chapman & Hall, pp25
|
3 |
Herbert, J. Sutherland and Paul, S. Veers (1995), 'Effect of cyclic stress distribution models on fatigue life prediction', ASME, SED-16, 83-90
|
4 |
Hobbacher, A. (1993), 'Stress intensity factors of welded joints', Engrg. Fracture Mech., 46(2), 173-182
DOI
ScienceOn
|
5 |
Hou, C.Y. and Lawrence, F.V. (1996), A Crack-Closure Model for the Fatigue Behavior of Notched Components, Advances in Fatigue Lifetime Predictive Techniques: 3rd Volume, ASTM STP 1292, M.R. Mitchell and R.W. Landgraf, Eds., American Society for Testing and Materials, 116-135
|
6 |
James, E. Gentle (1998), Random Number Generation and Monte Carlo Methods, Springer, 85-119.
|
7 |
Julie, A. Bannantine and Jess, J., Comer, James L. Handrock (1990), Fundamentals of Metal Fatigue Analysis, Prentice Hall, 178-221
|
8 |
Newman, J.C. Jr. (1981), 'A crack closure model for predicting fatigue crack growth under aircraft spectrum loading, in methods and models for predicting fatigue crack growth under random loading', ASTM STP 748, American Society for Testing and Materials, Philadelphia, 53-84
|
9 |
Newman, J.C. Jr. and Raju, I.S. (1983), 'Stress-intensity factor equations for cracks in three-dimensional finite bodies', Proc., Fracture Mech. : 14th Symp, J.C. Lewis and G. Sines, eds., ASTM, West Conshohocken, Pa., I-238-I-265
|
10 |
Sedlacek, G. et al. (1997), 'Design of steel structures', Part 2 - Bridges, for Chapter 3 - Materials, Choice of Steel Material to avoid Brittle Fracture., Background Documentation to Eurocode 3, Draft, Rheinische Westfael Hochschule, Aachen, Germany
|