Modeling of Compressive Strength of Concrete using Gaussian Membership Function
M. Deepak1, M. Balamurali2, P. Vinoth3, J. Jeeva Bharathi4, K. Kapilaravindh5
1Mr. M. Deepak, Assistant Professor, Department of Civil Engineering, Karpagam College of Engineering, Coimbatore (Tamil Nadu), India.
2Balamurali. M, B.E. Final Year Student, Department of Civil Engineering, Karpagam College of Engineering, Coimbatore (Tamil Nadu), India.
3P. Vinoth, Department of Civil Engineering, Karpagam College of Engineering, Coimbatore (Tamil Nadu), India.
4J. Jeeva Bharathi, Department of Civil Engineering, Karpagam College of Engineering, Coimbatore (Tamil Nadu), India.
5K. Kapilaravindh, Department of Civil Engineering, Karpagam College of Engineering, Coimbatore (Tamil Nadu), India.
Manuscript received on 01 December 2019 | Revised Manuscript received on 13 December 2019 | Manuscript Published on 30 December 2019 | PP: 119-125 | Volume-9 Issue-2S2 December 2019 | Retrieval Number: B10291292S219/2019©BEIESP | DOI: 10.35940/ijitee.B1029.1292S219
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open-access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: This paper presents an application of fuzzy logic to forecast the compressive strength of concrete. The fuzzy model examines 7 different input parameters that comprises: Cement, Coarse aggregate(CA), Super plasticizer(SP), Fine Aggregate(FA), Slag, Fly ash, Water(W), and 28 days compressive strength is taken as the output parameter. By using Gaussian membership function, the fuzzy logic technique is used for developing models. For assessing the results of FL model with experimental results, root mean square error, mean absolute error and correlation coefficient are used. The results showed that FL can be a better modeling tool and an another technique for predicting the concrete’s compressive strength.
Keywords: Fuzzy Logic, Gaussian Membership Function, Compressive Strength, Concrete.
Scope of the Article: Concrete Structures