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Delayed ettringite formation and thermal cracks are two main concerns of temperature rise in mass concrete structures.
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In order to determine the causes of these failures, stress analysis is carried out using finite element method with a concern of temperature dependency of material properties.
The design of new biomass-fired power plants with increased steam temperature raises concerns of high-temperature corrosion.
Taken together, these limitations would be addressed in future ideal studies by taking into account the previously mentioned concerns of indoor temperatures, times of day, and environmental factors, and the study would consist of repeated longitudinal participant measures showing temperature and blood pressure changes within single individuals.
The next chapter concerns the influence of temperature on column efficiency and selectivity.
More informative crosses, especially concerning the study of temperature effects, would shed more light concerning the magnitude of the detected QTLs.
Discussion on the test results concern possible mechanisms of temperature influence on rheological properties of fresh cement paste, mortar and concrete.
No validated information was available concerning the influence of temperature on the fatigue strength of such components with residual stresses for the temperature up to 180 °C.
According to the results of orthogonal test, a further experimental study concerning the influence of temperature (28 °C, 0 °C, −15 °C, −30 °C, −45 °C, −60 °C, −75 °C) and strain rate (34.33 s−1, 44.25 s−1, 63.18 s−1) on dynamic compressive strength of concrete has been conducted on 21 groups of cylindrical specimens.
where is a constant of proportionality concerning the difference of temperature between the point and the nearby points and (see [6]).
Experimental results concerning the effect of temperature on the adsorption of dyes at different initial dye concentration are demonstrated in Fig. 7.
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