Fatigue design of welded joints using the finite element method and the 2007 ASME Div. 2 Master curve
Journal Title: Frattura ed Integrità Strutturale - Year 2009, Vol 3, Issue 9
Abstract
Fatigue design of welded structures is primarily based on a nominal stress; hot spot stress methods or local approaches each having several limitations when coupled with finite element modeling. An alternative recent structural stress definition is discussed and implemented in a post-processor. It provides an effective means for the direct coupling of finite element results to the fatigue assessment of welded joints in complex structures. The applications presented in this work confirm the main features of the method: mesh-insensitivity, accurate crack location and life to failure predictions.
Authors and Affiliations
T. Marin, G. Nicoletto
Definition of the linearity loss of the surface temperature in static tensile tests
Static tensile tests on material for mechanical constructions have pointed out the linearity loss of the surface temperature with the application of load. This phenomenon is due to the heat generation caused by t...
Fatigue crack growth behavior of Inconel 718 produced by selective laser melting
Additive layer manufacturing has recently gained a lot of interest due to the feasibility of producing metallic components directly from a computer-aided design file of the part. Selective laser melting, one of th...
Numerical study of fracture arrest on snow cover
Under the hypothesis of a perfectly brittle phenomenon, avalanche triggering can be investigated numerically by means of Linear Elastic Fracture Mechanics (LEFM). Since, however, the real phenomenon is intrinsically dyna...
Estimation of fatigue strength under multiaxial cyclic loading by varying the critical plane orientation
The main purpose of this paper is to examine the influence of the critical plane orientation on the estimated fatigue strength of metals under multiaxial loading. The algorithm employed to evaluate fatigue streng...
Crack detection in beam-like structures bynonlinear harmonic identification
The dynamic behavior of beam-like structures with fatigue cracks forced by harmonic excitation ischaracterized by the appearance of sub and super-harmonics in the response even in presence of cracks withsmall depth...