کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
647494 | 1457183 | 2012 | 12 صفحه PDF | دانلود رایگان |
Removal of hydration heat from mass concrete during construction is important for the quality and safety of concrete structures. In this study, a three-dimensional finite element program for thermal analysis of mass concrete embedded with double-layer staggered heterogeneous cooling water pipes was developed based on the equivalent equation of heat conduction including the effect of cooling water pipes and hydration heat of concrete. The cooling function of the double-layer staggered heterogeneous cooling pipes in a concrete slab was derived from the principle of equivalent cooling. To improve the applicability and precision of the equivalent heat conduction equation under small flow, the cooling function was revised according to its monotonicity and empirical formulas of single-phase forced-convection heat transfer in tube flow. Considering heat hydration of concrete at later age, a double exponential function was proposed to fit the adiabatic temperature rise curve of concrete. Subsequently, the temperature variation of concrete was obtained, and the outlet temperature of cooling water was estimated through the energy conservation principle. Comparing calculated results with actual measured data from a monolith of an arch dam in China, the numerical model was proven to be effective in sufficiently simulating accurate temperature variations of mass concrete.
▸ Three-dimensional program is developed to model temperature history of mass concrete. ▸ Massive concrete is embedded with double-layer heterogeneous cooling pipes. ▸ Double exponential function is proposed to fit the adiabatic temperature rise curve. ▸ Outlet temperature of cooling water is estimated. ▸ A comparison is made between the calculated and measured data.
Journal: Applied Thermal Engineering - Volume 35, March 2012, Pages 145–156