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Therefore, new predictive equations were developed for the mechanical properties of yield strength and elasticity modulus at elevated temperatures.
The comparisons indicate that the RQT 701 steel has smaller relative thermal elongation, and higher reductions of effective yield strength and elastic modulus at elevated temperatures.
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Tests were undertaken with a small oven within a test machine measuring mass loss, shrinkage, bending strength, and modulus of elasticity at elevated temperatures.
However, for design calculations, it is not necessary to consider the effect of increasing thermal bowing deflections due to axial compression and reducing elastic modulus of steel at elevated temperatures.
In contrast with quasi-static test data, a new empirical model on dynamic increase factor of strength and secant elastic modulus of concrete at elevated temperature (DIFTS, DIFTE) were established that can be used in a very wide range of application.
A common cause of tribological failure of composite parts is the inability to support a given load due to the loss in modulus at frictionally induced elevated temperatures.
The model has been evaluated against the tangent-modulus and reduced-modulus critical buckling loads at elevated temperatures.
The joint strength reduction was compared with reduction factors of yield stress and elastic modulus of stainless steel materials at elevated temperatures.
Hence there is a need to fully understand the deterioration characteristics of yield strength and elastic modulus of cold-formed steels at elevated temperatures.
The joint strength reduction was compared with the reduction factors of yield stress and elastic modulus of stainless steel materials at elevated temperatures.
The Si3N4 MoSi2 composite containing Lu2O3 had higher elastic modulus and better creep resistance at elevated temperatures (>1000 °C) than the composite doped with Y2O3 Al2O3.
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