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This study aims to understand and estimate the forces while the anterior cruciate ligament (ACL) is subjected to loading during stair negotiation.
As a reinforced concrete member is subjected to loading of increasing intensity, it undergoes different phases of damage, from cracking up to ultimate failure.
As the planar structure is subjected to loading, the circular elements rotate and the ligaments undergo bending, resulting in out-of-plane deformation of the three-dimensional cellular metamaterials.
Recognizing the fact that an infinitesimal element in the CSA undergoes a plane deformation when the EOM is subjected to loading, the transverse strain in (2) can be shown as ln(δx/ δx ο ) and (2) can be rearranged as (3) with δxo and δx being the length of side of the element in undeformed and deformed configuration: (3) δ x = δ x ο (1 + ε A ) − ν.
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In many practical situations, the structures are subjected to loading at very high strain rates.
Their coiled shape induces mechanical interlocking when the composites are subjected to loading.
The unidirectional laminate samples were subjected to loading along 0° and 90° directions.
Models were subjected to loading cases simulating a bilateral anterior bite (A,C,E,G,I,K), and a unilateral anterior bite (B,D,F,H,J,L).
Here we consider the tangential traction distributions developed when such systems are subjected to loading that varies periodically in time.
The concrete has inherent microcracks present in it which turns into macrocracks as the members are subjected to loading.
Mice in this experiment were subjected to loading with a peak load of 13.5 N on two consecutive days at 19 weeks of age.
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