Abstract

As abundant CO2 is released by high-strength concrete due to its high binder content, the reduction of CO2 emissions has become increasingly important. This study proposed a general procedure to optimize the mixture design of low-CO2 high-strength concrete containing silica fume. First, the equations for evaluating strength and slump were regressed based on available experimental results. CO2 emissions were calculated based on the concrete mixtures and the unit CO2 emissions of the concrete components. By using the genetic algorithm, the concrete mixtures with the lowest CO2 emissions were determined by considering various constraints. Second, the cost of concrete was calculated based on the concrete mixtures and the unit cost of the concrete components. Similarly, the concrete mixtures with the lowest cost were determined based on the genetic algorithm. We found that, in some cases, the mixtures with the lowest CO2 emissions were different from those with the lowest cost. Third, through adding the constraint equation of cost, Pareto optimal mixtures with relatively lower CO2 emissions and lower cost were determined. In summary, the proposed technique is valuable for designing high-strength concrete considering both CO2 emissions and cost.

Highlights

  • High-strength concrete is increasingly used in the modern construction industry

  • Many advantages can be achieved by using high-strength concrete such as reducing the quantity of sections needed in structural elements, increasing the occupancy rate of buildings, and extending the service life of the building [1]

  • Latawiec et al [8] proposed an index for concrete desirability where the effects of compressive strength, durability, CO2 emissions, and cost on concrete desirability were considered

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Summary

Research Article

Optimization of the Mixture Design of Low-CO2 High-Strength Concrete Containing Silica Fume. Is study proposed a general procedure to optimize the mixture design of low-CO2 high-strength concrete containing silica fume. CO2 emissions were calculated based on the concrete mixtures and the unit CO2 emissions of the concrete components. By using the genetic algorithm, the concrete mixtures with the lowest CO2 emissions were determined by considering various constraints. The cost of concrete was calculated based on the concrete mixtures and the unit cost of the concrete components. The concrete mixtures with the lowest cost were determined based on the genetic algorithm. Ird, through adding the constraint equation of cost, Pareto optimal mixtures with relatively lower CO2 emissions and lower cost were determined. The proposed technique is valuable for designing high-strength concrete considering both CO2 emissions and cost

Introduction
Upper limit
Sand ratio
Pareto front
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