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The distance between both support points was equal to 5000 mm.
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In the original work [10], the distance between the support points in the radial direction (dRA) for both the cartesian and the polar coordinates is determined from the scanner geometry.
These subfunctions are modeled by polynomial chaos expansion (PCE) using moving least square technique which utilizes the benefits of orthogonality of the basis functions and provides adaptive interpolation between the support points.
On the other hand, the distance between the support points in the azimuthal direction ( d AZ P ) for the polar coordinate is needed to be adjusted for our test CT images.
The flexural strength (FS [MPa]) was calculated using the equation FS = 3 FmaxL/2WH2 [20], in which Fmax is the maximum load in newtons, L is the distance between the support points (8 mm), and W and H are the specimen width and thickness in mm.
Also, propagation of crack initiation can be mostly estimated between load and support points.
Also, propagation of crack initiation can be mostly estimated between load and support points. .
Another result from Figure 11 was that crack initiation could be mostly estimated between load and support points.
Obviously, in higher S and lower d (Figure 11(a)), mode-III was dominant almost between load and support points (G III /G = 79%) while, in lower S and higher d (Figure 11(c)), mode-II was the predominant state of crack growth (G II /G = 68%).
Multiple micro-cracks developed in a diagonal arrangement between the load and support points due to the strain-hardening response of ECC in tension.
The connection moment is evaluated by multiplying the reaction force with the distance between beam support point and face of the column flange.
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