Issue 50
A. Marinelli et alii, Frattura ed Integrità Strutturale, 50 (2019) 438-450; DOI: 10.3221/IGF-ESIS.50.37
Span/Depth Ratio Length (mm) Span (mm)
Depth (mm)
Notch length (mm)
250 450 850 250 450 850 250 450 850
200 400 800 200 400 800 200 400 800
80
27 53 17 33 67 11 22
5/2
160 320 100 200 50
160
4
33 66
6
133 44 Table 1: Second stage of experimental investigation - Portland limestone test specimen specifications.
(b)
(a)
Figure 7 : (a ) Three-point bending test configuration; (b) actual test set-up (200 mm span).
EXPERIMENTAL RESULTS Comparative study: material characterization and combined results
B
ased on non-destructive testing results as described above, average values of fundamental material properties were derived for both Portland limestone and Corsehill sandstone (Table 2), after 3 repetitions of each type of test. As expected, given the highly inhomogeneous and porous nature of Portland limestone, Corsehill sandstone has a greater apparent density than Portland limestone, although Portland limestone has a higher density of solids. The use of an ultrasonic pulse velocity (UPV) test instrument confirms the higher porosity of Portland limestone, as the average velocity of the ultrasonic waves passing through this material’s samples is 4.74 mm/μs, significantly higher and presenting also a greater variance compared to the almost stable 2.81 mm/μs recorded for the more uniform Corsehill sandstone samples. These findings are in good agreement with other data existing in the literature [19].
Material properties Portland limestone
Corsehill sandstone
Apparent Density (kg/m 3 ) Density of solids (kg/m 3 )
1955.14 3078.42
2279.91 2493.79
Open Porosity (%) Total Porosity (%)
15.87 36.49
7.94 8.58
Modulus of Elasticity (3PB) (MPa) Modulus of Elasticity (Pundit) Compressive Strength (MPa) Flexural Strength (3PB) (MPa) Flexural Strength (4PB) (MPa)
8340.54 11820.89
2884.45 4778.48
36.90
37.93
4.91 4.13
5.43
5.43 Table 2: Comparison of fundamental material properties for Portland limestone and Corsehill sandstone.
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