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In rock mechanics, this strain-dependent switch in mechanical behaviour is referred to as C*′ and has been observed in porous limestones (e.g. Baud et al. 2000) and sandstones (e.g. Schock et al. 1973; Baud et al. 2006).
The mechanical behaviour is rate and temperature dependent.
However, it is important to note that mechanical behaviour is one of many places where the materials described here may be useful.
Mechanical behaviour is approached experimentally using tensile testing coupled to digital image acquisition.
The CFM influence on the global mechanical behaviour is not considered by appropriate actual international standards.
Finally, the mechanical behaviour is modelled with a linear viscoelastic model.
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Mechanical behaviour was characterized under cyclic tensile loading.
The mechanical behaviour was appraised for different geometries, metal fastening devices and moisture content of timber.
The enhanced mechanical behaviour was attributed to the presence of EP in the composite material.
Pig MCL morphology, geometry, and low- and high-load mechanical behaviour were assessed.
Moisture absorption, ease of hydration and mechanical behaviour were affected by the polymer and drug concentration.
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