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Accurate concrete temperature and moisture forecasts would help engineers determine an optimal pour time.
This paper introduces a simulation method for the mass concrete temperature cracking propagation process using the Finite Element Method (FEM).
This paper focus on identifying which properties influence the concrete temperature and on how raw materials affect the thermal characteristics.
Therefore, the prediction of concrete temperature through thermal analysis is becoming a serious issue.
Pipe cooling is an effective method of mass concrete temperature control, but its accurate and convenient numerical simulation is still a cumbersome problem.
The increase of concrete temperature is shown to accelerate the stiffening rate of the concrete leading to reduction in initial lateral pressure.
Similar(21)
The furnace temperatures and the steel and concrete temperatures recorded during the test are presented.
The furnace temperatures as well as the steel and the concrete temperatures recorded during the test are discussed.
A curing concrete bridge model with the bimolecular expression predicted concrete temperatures to within 2 °C of observed temperatures and reasonable 72-h hydration fractions (∼0.6).
The concrete temperatures for lining without the fire resistant coating are slightly higher than those for lining with the fire resistant coating.
According to engineers, the concrete temperatures were over 93° F(33.8° C).
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