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Exact(5)
A qualitative agreement with the experimental moduli was found.
Furthermore, a significant correlation between failure modes and the resilient moduli was found by means of one-way analysis of variance (ANOVA).
The ratio of austenite to martensite moduli was found to be 5.8 and the secondary modulus (stress-induced martensite) was found to be smaller by a factor of two when compared to the modulus of (stress-free) thermally induced martensite.
The relationship between the compressive strength and the splitting tensile strength was found to be similar to the expression presented by CEB-FIP, and the relationship between the compressive strength and the elastic moduli was found to be similar to the expression suggested by ACI 318-05 which takes into consideration the density of concrete.
Quite surprisingly, a drastic variation of the in-plane moduli was found spanning the range from 600 GPa for the best BGO types, which is in the region of chemically derived graphene, all the way down to less than 200 GPa for HGO types.
Similar(55)
In particular, the compressive moduli were found to be comparable with that of trabecular bone.
From the experiments, the measured flexural moduli are found to be significantly larger than the corresponding Young's moduli.
The homogenized moduli are found in close agreement with the moduli obtained from finite element simulations performed over extended lattices.
The calculated moduli were found to be in good agreement with experimental results.
The predicted elastic moduli were found to be 4155.7, 7380.0 and 8992.1 MPa.
All the elastic moduli are found to follow the well-known power-law formula.
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