Abstract

In this research, multiexpression programming (MEP) has been employed to model the compressive strength, splitting tensile strength, and flexural strength of waste sugarcane bagasse ash (SCBA) concrete. Particle swarm optimization (PSO) algorithm was used to fine-tune the hyperparameter of the proposed MEP. The formulation of SCBA concrete was correlated with five input parameters. To train and test the proposed model, a large number of data were collected from the published literature. Afterward, waste SCBA was collected, processed, and characterized for partial replacement of cement in concrete. Concrete specimens with varying proportion of SCBA were prepared in the laboratory, and results were used for model validation. The performance of the developed models was then evaluated by statistical criteria and error assessment tests. The result shows that the performance of MEP with PSO algorithm significantly enhanced its accuracy. The essential input variables affecting the output were revealed, and the parametric analysis confirms that the models are accurate and have captured the essential properties of SCBA. Finally, the cross validation ensured the generalized capacity and robustness of the models. Hence, the adopted approach, i.e., MEP-based modeling with PSO, could be an effective tool for accurate modeling of the concrete properties, thus directly contributing to the construction sector by consuming waste and protecting the environment.

Highlights

  • Muhammad Izhar Shah,1 Shazim Ali Memon,2 Muhammad Sohaib Khan Niazi,3 Muhammad Nasir Amin,4 Fahid Aslam,5 and Muhammad Faisal Javed 1

  • Concrete specimens with varying proportion of sugarcane bagasse ash (SCBA) were prepared in the laboratory, and results were used for model validation. e performance of the developed models was evaluated by statistical criteria and error assessment tests. e result shows that the performance of multiexpression programming (MEP) with Particle swarm optimization (PSO) algorithm significantly enhanced its accuracy. e essential input variables affecting the output were revealed, and the parametric analysis confirms that the models are accurate and have captured the essential properties of SCBA

  • Jagadesh et al [10] reported that the strength of concrete made with 30% raw SCBA as a cement replacement reduced by almost 50%. e same authors reported about 28% increase in the strength of concrete when cement was replaced with 10% processed SCBA. e increase in strength was attributed to finer silica which reacted with calcium hydroxide to form additional calcium silicate hydrate (CSH)

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Summary

Research Article

Muhammad Izhar Shah ,1 Shazim Ali Memon ,2 Muhammad Sohaib Khan Niazi, Muhammad Nasir Amin ,4 Fahid Aslam ,5 and Muhammad Faisal Javed 1. Multiexpression programming (MEP) has been employed to model the compressive strength, splitting tensile strength, and flexural strength of waste sugarcane bagasse ash (SCBA) concrete. Sensitivity and parametric analyses were performed to assess the performance of the models developed for mechanical properties [4, 31] In these studies, the results of the comparative study revealed superior performance of GEP over regression methods. Considering the above limitations of certain AI techniques, an advanced algorithm, i.e., multiexpression programming with particle swarm optimization (PSO-MEP), has been adopted to model the mechanical properties of SCBA concrete. E mechanical properties of SCBA concrete in terms of compressive strength (CS), splitting tensile strength (ST), and flexural strength (FS) were modeled using PSO-MEP to solve complex relationship. The variable importance, parametric study, and cross validation were used to assess the robustness and accuracy of the developed models

Methods and Datasets
Random creation of chromosome population
Estimate fitness
Unit Range Min Max Mean SD
Pi Mi
Testing results
Results and Discussion
Mix design
Training Testing Validation
RMSE Input parameters
Percent contribution to targeted output
Full Text
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