The bulk modulus indicates the ratio of all-round pressure change to volume change.
The dynamic modulus indicates the compressive stiffness of articular cartilage under physiologically relevant loading rates.
While most of the results can be interpreted consistently and in agreement with the usual assumptions concerning the effect of (trapped) entanglements, a previously unnoticed, decisively non-linear correlation of the NMR results with the linear-regime modulus indicates a large influence of the substantial crosslinking inhomogeneities on the mechanical behaviour.
The property of bulk modulus indicates how the material resists to an external pressure, which is given by Delta P = - Bfrac{Delta V}{V} (7 where ΔP, ΔV/V and B denote the pressure change, volume strain and bulk modulus, respectively.
The low Young's modulus indicates that the material is easier to deform; thus, a lower load may cause greater deformation in an RCA concrete beam than in a conventional concrete beam.
The stiffness and damping properties related to the structural components are represented by the frequency-dependent complex-valued material modulus: (2) E = E 1 + j E 2 = E 1 (1 + j η, where E1 is the "storage" modulus indicating the stiffness and E2 is the "loss" modulus representing the damping. The loss factor, η, indicates the material damping.
After aging for 10 h, the nearly constant values of the elastic modulus indicated that the interfacial film was quite stable.
At a biomass loading of 3 wt%, the elastic modulus is lower than the viscous modulus, indicating that the pretreated slurry acts as a fluid.
Higher elastic modulus indicates that the enamel can withstand higher forces per surface unit preventing catastrophic fracture especially at cervical region where thinner enamel layers are located.
A larger Young's modulus indicates that the cell was more difficult to deform, implying lower cell elasticity and greater stiffness.
The result of decreased penetration, increased softening point, elastic recovery, viscosity and complex modulus indicates that WTR/APAO compound modification improves the high temperature performance and rutting resistance of asphalt binders.
