Evaluation of the Structural Performance of Low Carbon Concrete

Evaluation of the effect embodied carbon reduction using an optimized design section for a ground beam, use supplementary cementitious materials, and replacement normal aggregate with light weight on mechanical properties low-carbon concrete was carried out. A creep coefficient 0.019 estimated 365-day period change in from 1 to 0.6 m2 proposed trapezoidal which showed negligible difference when compared rectangular owing due associated volume reinforcement. Training 81 data sets MATLAB artificial neural network 100% cement granular base slag indicates good performance mean square error 0.856. From study, it observed that extent carbonation depth evidenced measure compressive strength formation based specific surface area binder water absorption rate aggregate, while enhancing flexural required cement-to-supplementary-cementitious-material ratio 0.8.