Modeling and Nonlinear Analysis of Friction-Transfer Test

Ali Saberi Varzaneh¹ Mahmood Naderi²

1) PhD Student in Civil Engineering, Faculty of Engineering, Imam Khomeini International University.
2) Professor, Faculty of Engineering, Imam Khomeini International University.

Publication : 3 rd Istanbul Conference on Environment, Civil, Architecture and Urban Development(ecaaconf.com/2nd)
Abstract :
There is a wide range of non-elastic behavioral properties of materials for use in various issues in Abacus. This software describes the non-elastic behavioral properties of concrete completely separately. In this paper, nonlinear analysis of friction transfer test using ABAQUS software has been performed. To determine the relationship between the results of the friction-transfer test and the compressive and tensile strength of the repair mortars, a 25mm high partial core is first created in the repair mortar using a core machine. Then, the friction-transfer device is fixed on it and a torsional moment is inserted into it by the torque meter, thereby bringing about partial core failure. Results shown that in the friction-transfer test, the maximum moment tolerated by the model is 108 Nm. The first cracks appear in the specimen at a moment of 46 Nm at the edges of the specimen and from the corners under the highest moment.
Keywords : Friction-Transfer ABAQUS Strength.