| Issue |
MATEC Web Conf.
Volume 303, 2019
2019 3rd International Conference on Building Materials and Materials Engineering (ICBMM 2019)
|
|
|---|---|---|
| Article Number | 03003 | |
| Number of page(s) | 9 | |
| Section | Decoration Materials | |
| DOI | https://doi.org/10.1051/matecconf/201930303003 | |
| Published online | 12 December 2019 | |
Theoretical Evaluation of Moment Resistance for Bolted Timber Connections
1 The College of Architecture,Washington University in St.Louis, Brookings,DR, Campus Box 1083, Saint Louis, MO 63130, US
2 Department of Civil Engineering, Shanghai University, Shanghai 200444, China
a Corresponding author: shuz@shu.edu.cn
Timber construction is nowadays becoming more and more favorable due to multiple advantages. In this paper, the connection type and material of timber building were first highlighted. Then, the bolted joints with slotted-in steel plates were systematically tested and analyzed. A typical slotted-in bolted glulam connection was simulated using the software Abaqus. Furthermore, a few important design variables were measured and used to numerically estimate the embedment strength, the shear force per plane, and the ultimate moment capacity of the connections. At last, multiple configurations of joint design were compared in the paper, and a parametric design was made. The results were systematically explained.
© The Authors, published by EDP Sciences, 2019
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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