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All peak strains are in the subsurface.
The Centralign had peak strains located at the most proximal gauge positions, whereas the peak strains of the SHP were located around the middle of the femoral stem.
Peak strains were generally located in the midsection but were compressive.
Analysis using DEEPSOIL results in abrupt variations in the peak strains of consecutive soil layers.
Hysteresis loops of notable width, increasing with higher peak strains, were observed.
The residual peak strains of RPC also initially increase up to 400 500 °C, then decrease gradually beyond 500 °C.
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The degree of pre-straining induced in the specimens was characterized by the ratio of initial peak strain to the subsequent operating peak strain introduced here as the over-elongation ratio (OER).
Unconfined concrete peak strain.
Confined concrete peak strain.
The peak stress increased and the peak strain decreased with the increase of strain rates.
We recommend use of the four-chamber view for longitudinal peak strain values, and the basal and midcavity short-axis views for radial and circumferential peak strain values.
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