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Also, the shear strengths of CFABS specimens decrease with increasing printing speed and layer thickness.
Specifically, the uniaxial compressive strength of jointed specimen (UCSJ) and elastic modulus of jointed specimen (EJ) of specimens decrease for 0° ≤ α ≤ 45° and increase for α > 45°.
However, the failure loads of damaged specimens decrease to different extent according to their impact positions, with a maximum decrease of 10% compared to the undamaged specimens.
The confinement action of the steel tube to core concrete and the ultimate strength of the locally loaded STCC specimens decrease with increase in steel tube width (or diameter -to-thickness ratio.
Levels of this microRNA's prime target, silent information regulator 1 (SinT1), in brain and the two blood-derived specimens decrease with age inversely to miR-34a, starting as early as 4 months old, when appreciable tissue aging has not yet begun.
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The compressive strength of the degraded mortar specimens decreased by 20% to 60%.
With increase in the load ratio fire resistance of the specimens decreases drastically.
Buckling/failure load of impact specimens decreased by 17%and16%6% compared to that of virgin specimens respectively.
However, the average failure load of impact specimens decreased 9.9% compared to that of virgin specimens.
As expected, the strength of the UHSS specimens decreases significantly when tested under fire temperatures of 450 °C and 600 °C.
It is noted that the strength of specimens decreases with the increase of cross-sectional aspect ratios.
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