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Application of ANFIS technique on performance of C and L shaped angle shear connectors

  • Sedghi, Yadollah (Department of Civil Engineering, Qeshm International Branch, Islamic Azad University) ;
  • Zandi, Yousef (Department of Civil Engineering, Tabriz Branch, Islamic Azad University) ;
  • Shariati, Mahdi (Faculty of Civil Engineering, University of Tabriz) ;
  • Ahmadi, Ebrahim (Department of Civil Engineering, Qeshm International Branch, Islamic Azad University) ;
  • Azar, Vahid Moghimi (Sofian Branch, Islamic Azad University) ;
  • Toghroli, Ali (Department of Civil Engineering, University of Malaya) ;
  • Safa, Maryam (Department of Civil Engineering, University of Malaya) ;
  • Mohamad, Edy Tonnizam (Centre of Tropical Geoengineering (GEOTROPIK), Faculty of Civil Engineering, Universiti Teknologi Malaysia) ;
  • Khorami, Majid (Facultad de Arquitectura y Urbanismo, Universidad Tecnologica Equinoccial, Calle Rumipamba s/n y Bourgeois) ;
  • Wakil, Karzan (University of Human Development)
  • Received : 2016.06.04
  • Accepted : 2018.08.17
  • Published : 2018.09.25
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Abstract

The behavior of concrete slabs in composite beam with C and L shaped angle shear connectors has been studied in this paper. These two types of angle shear connectors' instalment have been commonly utilized. In this study, the finite element (FE) analysis and soft computing method have been used both to present the shear connectors' push out tests and providing data results used later in soft computing method. The current study has been performed to present the aforementioned shear connectors' behavior based on the variable factors aiming the study of diverse factors' effects on C and L shaped angle in shear connectors. ANFIS (Adaptive Neuro Fuzzy Inference System), has been manipulated in providing the effective parameters in shear strength forecasting by providing input-data comprising: height, length, thickness of shear connectors together with concrete strength and the respective slip of shear connectors. ANFIS has been also used to identify the predominant parameters influencing the shear strength forecast in C and L formed angle shear connectors.

Keywords

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