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Compressive strength decrease with increasing absorption.
As the surface roughness value increased, the bonding strength decrease and vice versa.
There is no strength decrease for a temperature exposure of 150 °C.
In this view, SB was capable to suffer bond strength decrease after all aging methods.
When the extrusion strength exceeds 1500 Kg/cm2, the rock strength decrease.
After this point, the concrete cracks and strength decrease gradually to zero (Willam and Warnke 1975).
In several cases, the strength decrease is remarkable after only 1% water saturation.
The exposure of hoses to fuel with increasing concentrations of biodiesel led to tensile strength decrease.
For all insulation materials, the thermal conductivity as well as compressive strength decrease as the number of insulation layers increases.
As shown in Figs. 1 and 2, yield point and gel strength decrease gradually with increase in temperature.
This means that, where sufficient length is secured at ends, strength decrease arising from de-bonding will never happen.
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