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To investigate the cyclic deformation, the materials strain response was investigated.
The technique is based on the simplified constitutive models of materials, strain compatibility, perforce bond of materials and equilibrium of internal forces and moment.
In addition to chemically induced stress under oxygen activity gradients in the materials, strain mismatch between membrane and support gives rise to considerable stress that may compromise mechanical reliability.
Besides polymeric materials, strain hardening cementitious composites (SHCC) reinforced with polyvinyl alcohol (PVA) fibers, a micromechanically designed material with high tensile ductility, can be an option for the annular material.
The authors pointed out that it was not possible to judge whether the differences in Salmonella reduction in cottonseed and rapeseed expellers could be attributed to differences between feed materials, strain characteristics or batch history.
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This paper presents an overview of the current knowledge on the durability of two prominent representatives of this new group of concrete materials: strain-hardening cement-based composites (SHCCs) and textile-reinforced concrete (TRC).
These results suggest that materials cyclically strained below their yield point will retain a microstructure that is their most electronically favorable, and that the mechanical properties of materials strained above their yield point will evolve significantly under repeated deformation.
Simulated distributions of material strain and pressure on the body are presented.
Open image in new window Fig. 6 Effects of material strain hardening and clearance on contact stress for 5% WR.
Material strain rate effects, a material failure criterion and debonding between the core and the facesheets have not been considered.
The material assigned to the structures is AA6061-O thes the material strain rate sensitivity can be neglected.
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