Prediction of the splitting tensile strength of the bonding interface by combining the support vector machine with the particle swarm optimization algorithm. (1st March 2021)

• Record Type: Journal Article
• Authors: Jiang, Wei; Xie, Youjun; Li, Wenxu; Wu, Jianxian; Long, Guangcheng
• Is Part Of: Engineering structures. Volume 230(2021)
• Publication Date: 2021-03-01
• Subjects: Splitting tensile strength of the bonding interface -- Support vector machine -- Particle swarm optimization algorithm -- Prediction -- CRTS III slab ballastless track structure; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2020.111696
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Using the SVM-PSO algorithm to predict the splitting tensile strength. An effective classification method for the bubble defect area of the bonding interface. Every training sample set or every test sample set has a 14-dimensional feature vector. Abstract: The bonding performance of the interface between two concrete layers is of great importance for China Rail Track System III (CRTS III) slab ballastless track structure. While the bonding performance is close to the distribution and amounts of defects such as the bubble or the void on the bonding interface. In this paper, combining the Support Vector Machine (SVM) with the Particle Swarm Optimization (PSO) algorithm, named SVM-PSO algorithm is used to predict the splitting tensile strength of the bonding interface based on the distribution of defects. And the influence of different parameters in the SVM-PSO algorithm on the prediction ability is discussed. Results indicate that the relative error between the average strength value of every 100 predictions and the experimental strength value is less than 5%. The achievements will provide an effective method for predicting the splitting tensile strength of the bonding interface between two concrete layers like CRTS III slab ballastless track structure in practice.