Numerical Simulation on Carbonation Depth of Concrete Structures considering Time‐ and Temperature‐Dependent Carbonation Process

Abstract

In order to further understand the carbonation process of concrete structures, the time-and temperature-dependent diffusion process of CO 2 in concrete is simulated based on the law of the CO 2 mass conservation, and a two-dimensional mass transfer equation is established for the CO 2 diffusion in concrete. e concrete block is discretized into triangular elements, and the CO 2 concentrations at different positions are calculated based on finite element method. A computational algorithm is programed through the Matlab platform. e time-and temperature-dependent property and difference of the CO 2 concentration at different positions of the structure are considered in the proposed model. en, an accelerated carbonation experiment is carried out using concrete blocks with different mix proportions to investigate the influence of the water-cement ratio and temperature on the concrete carbonation. e experimental results effectively verify the correctness of the finite element model, and the proposed finite element method reasonably simulates the concrete carbonation through calculating the carbonation in practical engineering compared with other methods in references. An experimental-numerical correlation has been performed. e ratio of carbonation depth at the corner of the concrete members to the other positions is about 1.35. e carbonation depth is increased about 1.9 times when the temperature changes from 20°C to 40°C.

Experimental Study on Chloride Ion Diffusion in Concrete under Uniaxial and Biaxial Sustained Stress

“…The durability of concrete material is considered as one of the most important problems of concrete structures. Chloride corrosion is the main factor of concrete material performance degradation [ 1 , 2 , 3 , 4 ]. The external load affects the transport of chloride ions in the concrete cover.…”

Physicochemical Properties of Hydrated Portland Cement Blended with Rice Husk Ash

“…ere was a slight increase in the depth of carbonation with increase in w/c. e depth of CO 2 penetration increased in the order w/c � 0.50 < w/c � 0.60. is can be attributed to the fact that increased w/c results in increased permeability of the hydrated mortar matrix and, thus, higher penetration of CO 2 [11,41,[49][50][51].…”