We study the large-time behavior of (weak) solutions to a two-scale reaction-diffusion system coupled with a nonlinear ordinary differential equations modeling the partly dissipative corrosion of concrete (/cement)-based materials with sulfates. We prove that as t ¿ 8 the solution to the original two-scale system converges to the corresponding two-scale stationary system. To obtain the main result we make use essentially of the theory of evolution equations governed by subdifferential operators of time-dependent convex functions developed combined with a series of two-scale energy-like time-independent estimates
A reaction–diffusion system modeling concrete corrosion in sewer pipes is discussed. The system is c...
We discuss a reaction–diffusion system modeling concrete corrosion in sewer pipes. The system is cou...
We explore the homogenization limit and rigorously derive upscaled equations for a microscopic react...
We study the large-time behavior of (weak) solutions to a two-scale reaction-diffusion system couple...
We study the large-time behavior of (weak) solutions to a two-scale reaction–diffusion system couple...
We study the large-time behavior of (weak) solutions to a two-scale reaction–diffusion system couple...
We study the large-time behavior of (weak) solutions to a two-scale reaction–diffusion system couple...
We study the large-time behavior of (weak) solutions to a two-scale reaction–diffusion system couple...
We study the large-time behavior of (weak) solutions to a two-scale reaction-diffusion system couple...
We study the large-time behavior of (weak) solutions to a two-scale reaction–diffusion system couple...
We explore the homogenization limit and rigorously derive upscaled equations for a microscopic react...
A reaction–diffusion system modeling concrete corrosion in sewer pipes is discussed. The system is c...
A reaction–diffusion system modeling concrete corrosion in sewer pipes is discussed. The system is c...
A reaction–diffusion system modeling concrete corrosion in sewer pipes is discussed. The system is c...
A reaction–diffusion system modeling concrete corrosion in sewer pipes is discussed. The system is c...
A reaction–diffusion system modeling concrete corrosion in sewer pipes is discussed. The system is c...
We discuss a reaction–diffusion system modeling concrete corrosion in sewer pipes. The system is cou...
We explore the homogenization limit and rigorously derive upscaled equations for a microscopic react...
We study the large-time behavior of (weak) solutions to a two-scale reaction-diffusion system couple...
We study the large-time behavior of (weak) solutions to a two-scale reaction–diffusion system couple...
We study the large-time behavior of (weak) solutions to a two-scale reaction–diffusion system couple...
We study the large-time behavior of (weak) solutions to a two-scale reaction–diffusion system couple...
We study the large-time behavior of (weak) solutions to a two-scale reaction–diffusion system couple...
We study the large-time behavior of (weak) solutions to a two-scale reaction-diffusion system couple...
We study the large-time behavior of (weak) solutions to a two-scale reaction–diffusion system couple...
We explore the homogenization limit and rigorously derive upscaled equations for a microscopic react...
A reaction–diffusion system modeling concrete corrosion in sewer pipes is discussed. The system is c...
A reaction–diffusion system modeling concrete corrosion in sewer pipes is discussed. The system is c...
A reaction–diffusion system modeling concrete corrosion in sewer pipes is discussed. The system is c...
A reaction–diffusion system modeling concrete corrosion in sewer pipes is discussed. The system is c...
A reaction–diffusion system modeling concrete corrosion in sewer pipes is discussed. The system is c...
We discuss a reaction–diffusion system modeling concrete corrosion in sewer pipes. The system is cou...
We explore the homogenization limit and rigorously derive upscaled equations for a microscopic react...