Using an Artificial Neural Network to Validate and Predict the Physical Properties of Self-Compacting Concrete

Author:

Thirumalai Raja K.1,Jayanthi N.2,Leta Tesfaye Jule34,Nagaprasad N.5ORCID,Krishnaraj R.46ORCID,Kaushik V. S.7

Affiliation:

1. Department of Civil Engineering, SNS College of Technology, Coimbatore, Tamil Nadu, India

2. Department of Computer Science and Engineering, KPR Institute of Engineering and Technology, Coimbatore, Tamil Nadu, India

3. Department of Physics, College of Natural and Computational Science, Dambi Dollo University, Dembi Dolo, Ethiopia

4. Centre for Excellence-Indigenous Knowledge, Innovative Technology Transfer and Entrepreneurship, Dambi Dollo University, Dembi Dolo, Ethiopia

5. Department of Mechanical Engineering, ULTRA College of Engineering and Technology, Madurai-625104, Tamilnadu, India

6. Department of Mechanical Engineering, College of Engineering and Technology, Dambi Dollo University, Dembi Dolo, Ethiopia

7. Department of Mechanical Engineering, SNS College of Technology, Coimbatore, Tamil Nadu, India

Abstract

SCC (self-compacting concrete) is a high-flowing concrete that blasts into structures. Many academics have been interested in using an artificial neural network (ANN) to forecast concrete strength in recent years. As a result, the goal of this study is to confirm the various possibilities of using an artificial neural network (ANN) to detect the features of SCC when Portland Pozzolana Cement (PPC) is partially substituted with biowaste such as Bagasse Ash (BA) and Rice Husk Ash (RHA) (RHA). Specialist systems based on the fully connected cascade (FCC) architecture in artificial neural networks (ANN) are used to estimate the compressive toughness of SCC. The research results are confirmed with the forecasting results of ANN utilizing 73 trial datasets of differentiation focus proposals of cement, BA, and RHA containing parameters such as initial setting time (IST), final setting time (FST), and standard consistency. Experiments to determine compressive strength for a wider range of mixed prepositions will result in higher project expenses and delays. So, an expert system ANN is used to find the standard consistency, setting time, and compressive strength for the intermediate mix propositions according to IS 10262:2009. The experimental results of compressive strength for 28 days are considered, in which 70% was used to train the ANN and 30% was utilized for testing the accuracy of the predicted compressive strength for the intermediate mix proposition. Using all of the datasets, the number of hidden layers used for compressive strength prediction for intermediate mix proposal is determined in the first step. The compressive strength for the intermediate mix preposition was identified in the second phase of the research, using the number of hidden layers determined in the first phase. The results were validated using the correlation coefficient (R) and root mean square error (RMSE) obtained from ANN, resulting in an acceptance range of 97 percent to 99 percent.

Publisher

Hindawi Limited

Subject

General Engineering,General Materials Science

Reference38 articles.

1. Predicting performance of self-compacting concrete mixtures using artificial neural network;M. Nehdi;ACI Materials Journal,2001

2. Prediction of compressive strength of SCC containing bottom ash using artificial neural networks;Y. Aggarwal;Engineering and Technology,2011

3. Comparison of ANN and RKS approaches to model SCC strength

4. Analysis of Mechanical Properties of Self Compacted Concrete by Partial Replacement of Cement with Industrial Wastes under Elevated Temperature

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