Simulation and Experimental Study on Temperature Distribution of Mass Steel Fiber Concrete
Temperature and elastic modulus of mass steel fiber concrete change as time in casting process. If not well handled, it is easy to crack in the process of construction. In order to hold the temperature distribution of mass high strength concrete in pouring process, we set up the model that meets with engineering characteristics. It is based on the partial differential equation of heat conduction and elastic modulus value from test and cement hydration heat of concrete on site. By contrast, the simulation results are in good agreement with the experimental results.
Y. D. Wang et al., "Simulation and Experimental Study on Temperature Distribution of Mass Steel Fiber Concrete", Advanced Materials Research, Vols. 168-170, pp. 1531-1534, 2011