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These experiments also demonstrated the effectiveness of pressure for studying continuous changes in properties (under uniform compression) and discontinuous changes (phase transitions).
The first two pertain to the fiber path design of a plate under uniform compression.
When used in cold-formed steel sections they may elastically buckle when subjected to either uniform compression or stress gradient.
The performance of the hybrid structure under quasi-static out-of-plane uniform compression is investigated, both experimentally and theoretically.
A design equation for the strength of fixed steel arches that are subjected to uniform compression is proposed.
The plate considered is subjected to a linearly varying in-plane load that can take the form of uniform compression, combination of in-plane bending and uniform compression, or pure in-plane bending.
Under uniform compression, lattice dislocations primarily nucleate from the condensed nodal regions where the local strains are the highest.
However, such high compressive stress concentrations are also known to produce significantly less imperfection sensitivity than uniform compression.
The contribution of repulsive interactions between adsorbed molecules to the surface stress is explored using a uniform compression model.
For (0 < alpha< 2), the linearly varying load represents an eccentric bending which can be regarded as a combination of pure bending and uniform compression.
And then, computational simulations of uniaxial tension, shear, and uniform compression of as-constructed bulk configurations are conducted to derive mechanical properties of different Ce phases.
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