Abstract: This paper uses the time-depth dependent chloride diffusion coefficient obtained from the analytical solution of the nonlinear chloride diffusion equation at nonsteady state to propose a new life prediction model of concrete ...

Abstract: There is a need to develop a calculation method to aid in the making of reliable predictions for the service life of bridge structures. This paper examines the basis for making service life predictions for existing reinforced ...

Abstract: The principal objective of this paper is to set up an evaluation multiple layer fuzzy method model for evaluating the damage stage of existing reinforced concrete bridges. After establishing the detailed evaluation ...