PSI - Issue 10

V.N. Kytopoulos et al. / Procedia Structural Integrity 10 (2018) 264–271 V.N. Kytopoulos et al. / Structural Integrity Procedia 00 (2018) 000 – 000

266

3

K

 

I

1            x exp z

(3)

em

 

 

z

   

Furthermore, it is valid that mass-thickness ρ z x is almost constant. On the basis of this fact, one may similarly assume that the effective mass-volume M x of X-rays generation, sampled by the electron beam, remains almost constant. Hence, one may write:

3 = const.

M x = ρ V x ≈ ρ (z x )

3 is the associated effective maximum volume of X-rays generation. Substituting now z

1/3

where V x ≈ (z x )

x= const./ ρ

into Eq.(3) one arrives at the final-general form as:   2/3 em I =A 1 - exp -      

(4)

Here, the constants A and α take into account all the constants of Eq.(3). Eq.(4) implies that the emitted and detected signal intensity should increase (decrease) monotonically with increasing (decreasing) local mass density ρ . Since damage can be assumed to be inversely proportional to local mass density results that damage should monotonic increase (decrease) with decreasing (increasing) signal emission intensity. Consequently, taking into consideration the following explanation concerning Eqs.(5), one can finally state that a measured damage should follow an inverse trend with specific accumulation rate parameter used in the related measurements of this study. 3. Experimental details The X-rays used are generated and emitted from a specimen bombarded with a finally focused electron beam of the Scanning Electron Microscope. The X-ray generation and emission is a result of complex electron beam-specimen interactions, which describe the mechanisms for both characteristic and continuum X-ray production. In this study both of these X-ray productions were taken into consideration, which means that the used X-ray signal intensity con sists in the overlapping of characteristic and continuum X-ray of the material. In this way the applied manner of measurements presents a great advantage over the usually applied elemental X-ray microanalysis technique where the measuring conditions and precautions including atomic number, absorption and fluorescence factors (ZAF) are much more stringent (Goldstein (1992)). In this study, the X-ray detection was made by using a Microspec 201-type wavelength dispersive spectrometer with special analyzing crystals. This spectrometer was attached to a Cambridge S4-type SEM, installed in the Laboratory of Strength of Materials of the National Technical University of Athens. The edge-cracked specimens, having dog-bone geometry, have been loaded in a special tensile stage and examined in situ in the SEM-EPMA system. Fig. 1 shows the geometry of the sampled region by SEM-electron beam ahead of the notch root of the specimen. The electronic scan frame and line set-up on the SEM were adequately selected to allow convenient measurements imposed by the conditions of X-ray signal collection. In this context, it is noted that the emitted X-ray intensity beam is strongly depended on the electron beam intensity and because of this the measure ments were performed for fixed electron intensity. This was made by monitoring the election beam by means of the specimen current apparatus attached to the SEM. Because of the statistical nature of X-ray emission phenomenon the counting error is independent of counting time, a fact which leads to record a pre-determined fixed number of counts rather than to operate for a fixed time period. In this sense the X-rays emission intensity should appropriately be scaled with the corresponding time signal variation. For this reason the measurements were carried out by introducing a time-converted signal as given by equation: 3.1. Method

i 0 em,i t =I /I or

em,i 0 q I / I 

(5a,b)

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