A Study on Effect of Sizing Bolt Hole in Single-Lap Connection Using FEA
Anil Zafer
Department of Civil Engineering, Yildiz Technical University, Istanbul, Turkey.
Orkun Yilmaz *
Department of Civil Engineering, Yildiz Technical University, Istanbul, Turkey.
Serkan Bekiroğlu
Department of Civil Engineering, Yildiz Technical University, Istanbul, Turkey.
*Author to whom correspondence should be addressed.
Abstract
In this study, bolted tension members connected with pretensioned bolts are investigated by using ANSYS 18.2 finite element analysis software. The effects of pretension, increasing bolt hole size and contact sizing density are examined. In the analyses, non-linear behaviors for materials, geometry, and contacts are taken into account. Prepared models are compared regarding equivalent (von-Mises) stress, equivalent (von-Mises) plastic strain, tension forces and bolt shear forces. It is worth to say that less gap than 1 mm between bolt hole and bolt can create stress concentration in the bolt. The increasing gap causes to decrease tension force capacity or axial rigidity. Moreover, it is observed that the maximum shear forces in bolts take place on the middle bolts.
Keywords: Bolted connection, tension member, finite element analysis, non-linear analysis, sizing bolt hole