@inproceedings{1da9e800245a4a28a01a40283bf7d263,
title = "Numerical simulation on bond behavior between glulam and glued-in rod",
abstract = "Glued-in rod is a type of effective connector for timber structures. In the last decades, considerable researches have been conducted on the bond behavior between timber and glued-in rod experimentally and theoretically. This paper presents the numerical simulation on the bond behavior of glulam joints with glued-in steel rod. Glulam is modelled as the orthotropic elasto-plastic material. Adhesive and steel rods are modelled as isotropic materials. Non-linear spring element was employed to simulate the local bond stress-slip relations at different locations along the bonded length. The numerical results indicate that non-linear spring element can be used to simulate the bond behavior of the glued-in steel rod glulam joints effectively. Moreover, The numerical results obtained by considering the local bond relations at different locations is in a better agreement with the experimental results than that obtained based on the bond stress-slip relation at loaded end.",
keywords = "Bond-slip, Glued-in rod, Location function, Numerical simulation, Spring element",
author = "Zhibin Ling and Weiqing Liu and Huifeng Yang and Weidong Lu",
year = "2016",
language = "英语",
series = "WCTE 2016 - World Conference on Timber Engineering",
publisher = "Vienna University of Technology",
booktitle = "WCTE 2016 - World Conference on Timber Engineering",
address = "奥地利",
note = "2016 World Conference on Timber Engineering, WCTE 2016 ; Conference date: 22-08-2016 Through 25-08-2016",
}