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In this paper the effects of steel fiber and rubber particles on the mechanical properties, flexural behavior, compression behavior and seismic behavior of high strength concrete are studied.
On the other hand, the Shore D hardness, tensile strength, high-temperature behavior, compression set and reprocessing ability were found to be clearly dependent on the metallocene polymer used as bulk phase and the irradiation dose employed.
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Yokel (1971) has developed a solution for the deflection and stability of compressed members made with no-tension materials and elastic behavior in compression.
This proves that the presence of amorphous metallic fibers in concrete enhances the post failure behavior in compression.
However, no treatment of its behavior under compression and shear has been performed yet.
Theoretical analyses have been carried out to describe the isolator behavior under compression and bending.
The so-called standard reinforcing model exhibits non-monotonic behavior in compression.
After helical CT scan, damage of testing samples was evaluated, based on fracturing behavior under compression and AE activity.
Both of these materials are bimodular (i.e., having different behavior in compression as compared to tension).
The material model we adopt, no-tension with elastic plastic (associated) behavior in compression, is path-dependent and rate-independent.
However, as the shape factor of the isolator increases, the behavior in compression and tension becomes symmetric.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com