A new approach to determine strength of Perfobond rib shear connector in steel-concrete composite structures by employing neural network. (15th February 2018)

• Record Type: Journal Article
• Authors: Allahyari, Hamed; M. Nikbin, Iman; Rahimi R., Saman; Heidarpour, Amin
• Is Part Of: Engineering structures. Volume 157(2018)
• Page Start: 235
• Page End: 249
• Publication Date: 2018-02-15
• Subjects: Shear connector -- Sensitivity analysis -- ANN -- Parametric study -- Empirical equation -- Composite; 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.2017.12.007
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: The relative importance of each parameter was evaluated through the sensitivity analysis. A simple empirical equation, with higher accuracy, was introduced for the practical design. The predicted values from ANN were in rationally good agreement with the experimental data. The predicted values by ANN were compared with the estimated values of existing models. Abstract: The main objective of this study is to introduce a novel numerical approach, based on Artificial Neural Network (ANN), to predict the shear strength of Perfobond rib shear connector (PRSC). For this purpose, 90 records were extracted from the literature and were used to develop a number of Bayesian neural network models for predicting the shear strength of PRSC. An accurate ANN model was attained with a high value of correlation coefficient for the train and test subsets. Having a reliable ANN, a parametric study on the shear strength of PRSC was carried out to establish the trend of main contributing factors. The majority of assumptions, considered by empirical equations, were predicted by the developed ANN. Moreover, a sensitivity analysis of input variables was conducted; the outcomes revealed that the area of concrete dowels had the strongest influence on the shear strength of PRSC. Eventually, using the validated ANN, an abundant number of curves (Master Curves) were generated to introduce a user-friendly equation. According to the results, both the ANN model and the proposed equation reflect a higher accuracy than other existing empirical equations.