University of Guilan Concrete Research 2008-4242 17 1 2024 03 20 Determining the shear and normal stress in boundary between concrete and FRP sheet by the Element Free Galerkin method and comparing its results with the finite element software ABAQUS Determining the shear and normal stress in boundary between concrete and FRP sheet by the Element Free Galerkin method and comparing its results with the finite element software ABAQUS 21 33 6247 10.22124/jcr.2023.22897.1595 FA Mojtaba Haghgoo PhD candidate, Department of civil engineering, University of Guilan, Rasht, Iran Arash Bahar Assistant professor, Department of civil engineering, University of Guilan, Rasht, Iran. Journal Article 2022 09 05 A model based on the Element Free Galerkin (EFG) method in the framework of linear elastic assumptions was developed to determine the distribution of interfacial stress in a concrete beam reinforced with FRP plates. In this model, the behavior of the adhesive layer between the surfaces is considered like a linear spring using its elastic properties, and MLS approximation functions are used to approximate the total displacement fields. In addition, the results were calculated and presented under the condition of complete adhesion between the surfaces. The results of the model were compared with the FEM model in Abaqus software for concrete beam and FRP panel. The results show that the EFG method has a good agreement with the outputs of the Abaqus model. To conclude this work, a parametric study was performed. It shows how the thickness of the adhesive layer and the FRP plate affect the shear and normal stress values of the adhesive. A model based on the Element Free Galerkin (EFG) method in the framework of linear elastic assumptions was developed to determine the distribution of interfacial stress in a concrete beam reinforced with FRP plates. In this model, the behavior of the adhesive layer between the surfaces is considered like a linear spring using its elastic properties, and MLS approximation functions are used to approximate the total displacement fields. In addition, the results were calculated and presented under the condition of complete adhesion between the surfaces. The results of the model were compared with the FEM model in Abaqus software for concrete beam and FRP panel. The results show that the EFG method has a good agreement with the outputs of the Abaqus model. To conclude this work, a parametric study was performed. It shows how the thickness of the adhesive layer and the FRP plate affect the shear and normal stress values of the adhesive. https://jcr.guilan.ac.ir/article_6247_73306121ef28d4b002a6818fa66873b5.pdf