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Experimental investigation of slotted-in plate moment connections in timber frame buildings

Appavuravther, Elif LU ; Henriques, Jose and Vandoren, Bram (2025) p.4354-4361
Abstract
In the past decades, the number of research work explaining the load transfer mechanism of moment connections has increased due to their advantages of energy dissipation capacity and improved load distribution. The use of bolts in slotted-in plate moment connections is a common practice in timber construction. However, the design and application guidelines are still limited and leading to results which deviate from experimental observations. In this paper, bolted slotted-in plate moment connections with multiple configurations are experimentally investigated. The results are used to verify the FprEN 1995-1-1 equations and to investigate the service conditions. First, shear tests on a single bolt – inserted in a glulam member – are... (More)
In the past decades, the number of research work explaining the load transfer mechanism of moment connections has increased due to their advantages of energy dissipation capacity and improved load distribution. The use of bolts in slotted-in plate moment connections is a common practice in timber construction. However, the design and application guidelines are still limited and leading to results which deviate from experimental observations. In this paper, bolted slotted-in plate moment connections with multiple configurations are experimentally investigated. The results are used to verify the FprEN 1995-1-1 equations and to investigate the service conditions. First, shear tests on a single bolt – inserted in a glulam member – are conducted followed by single moment connection and then by a double moment connection. The experimental observation showed that the connections are controlled by the fastener behaviour, therefore an accurate analytical prediction is necessary. The results are compared with the rigid model, which is an extension of the European Yield Model. The deviations has shown the need for an improved analytical model. (Less)
Please use this url to cite or link to this publication:
author
; and
organization
publishing date
type
Chapter in Book/Report/Conference proceeding
publication status
published
subject
host publication
14th World Conference on Timber Engineering 2025 (WCTE 2025)
pages
8 pages
publisher
World Conference on Timber Engineering 2025
ISBN
9798331320904
DOI
10.52202/080513-0535
language
English
LU publication?
yes
id
723ca1ca-fd2b-4579-af27-8b170406a3a2
date added to LUP
2026-04-22 14:24:26
date last changed
2026-04-23 13:15:16
@inproceedings{723ca1ca-fd2b-4579-af27-8b170406a3a2,
  abstract     = {{In the past decades, the number of research work explaining the load transfer mechanism of moment connections has increased due to their advantages of energy dissipation capacity and improved load distribution. The use of bolts in slotted-in plate moment connections is a common practice in timber construction. However, the design and application guidelines are still limited and leading to results which deviate from experimental observations. In this paper, bolted slotted-in plate moment connections with multiple configurations are experimentally investigated. The results are used to verify the FprEN 1995-1-1 equations and to investigate the service conditions. First, shear tests on a single bolt – inserted in a glulam member – are conducted followed by single moment connection and then by a double moment connection. The experimental observation showed that the connections are controlled by the fastener behaviour, therefore an accurate analytical prediction is necessary. The results are compared with the rigid model, which is an extension of the European Yield Model. The deviations has shown the need for an improved analytical model.}},
  author       = {{Appavuravther, Elif and Henriques, Jose and Vandoren, Bram}},
  booktitle    = {{14th World Conference on Timber Engineering 2025 (WCTE 2025)}},
  isbn         = {{9798331320904}},
  language     = {{eng}},
  pages        = {{4354--4361}},
  publisher    = {{World Conference on Timber Engineering 2025}},
  title        = {{Experimental investigation of slotted-in plate moment connections in timber frame buildings}},
  url          = {{http://dx.doi.org/10.52202/080513-0535}},
  doi          = {{10.52202/080513-0535}},
  year         = {{2025}},
}