Evaluation of Tubular Adhesively-Bonded Joints under Torsion

Authors

  • T. J. S. Oliveira Departamento de Engenharia Mecânica, Instituto Superior de Engenharia do Porto, Instituto Politécnico do Porto, R. Dr. António Bernardino de Almeida, 431, 4200-072 Porto, Portugal.
  • R. D. S. G. Campilho Departamento de Engenharia Mecânica, Instituto Superior de Engenharia do Porto, Instituto Politécnico do Porto, R. Dr. António Bernardino de Almeida, 431, 4200-072 Porto, Portugal and INEGI – Pólo FEUP, Rua Dr. Roberto Frias, 400, 4200-465 Porto, Portugal.
  • M. S. Kirgiz Department of Civil Engineering, Faculty of Engineering and Architecture, T.C. istanbul Gelisim University, Avcilar, istanbul 34310, Turkiye.
  • M. V. Kumar Department of Civil Engineering, Vel Tech Rangarajan Dr. Sagunthala R&D Institute of Science and Technology, Chennai, India.
  • R. Alzein Department of Civil Engineering, Vel Tech Rangarajan Dr. Sagunthala R&D Institute of Science and Technology, Chennai, India.

DOI:

https://doi.org/10.9734/bpi/rader/v6/7222A

Keywords:

Finite element method, cohesive zone models, structural adhesive, tubular joints, torsional load

Abstract

This work performs a numerical study in order to compare the torsional performance of three adhesives, in aluminium tubular joints (AW6082-T651), considering the variation of the main geometric parameters, such as overlap length (LO) and tubes’ thickness. The increasing demand for light weight, high quality and more cost effective product has led adhesive bonding to emerge as one of the primary ways of fastening structural members. Adhesive joints have been previously been designed empirically but now a day's data is available to design adhesive joints in an optimum way. In order to predict the strength, the Finite Element Method (FEM) was used with Cohesive Zone Models (CZM), whose analysis based itself on the internal stresses of the adhesive, namely the analysis of shear stress (txy) and joint strength, measured by the maximum torsional moment (Mm). To apply the torsion load, a reference point was created in the middle of the tube and it was connected to the cross-sectional face at one joint end, which allowed applying a torsional angle boundary condition and thus performing the tests. The joint meshes were built after defining the mesh sizes in each edge of the model. Previously, validation with experimental data was carried out. The technique was positively validated, and a significant geometry on Mm was found, except for LO.

Published

2023-08-08

How to Cite

T. J. S. Oliveira, R. D. S. G. Campilho, M. S. Kirgiz, M. V. Kumar, & R. Alzein. (2023). Evaluation of Tubular Adhesively-Bonded Joints under Torsion. Research and Developments in Engineering Research Vol. 6, 154–167. https://doi.org/10.9734/bpi/rader/v6/7222A