Glued-in Rods as Reinforcement for Timber Structural Elements
Jockwer, Robert and Serrano, Erik LU
(2021)
In RILEM State-of-the-Art Reports
33.
p.29-49
- Abstract
- Glued-in rods are important connecting and reinforcing elements in modern timber engineering used in new and existing timber structures. The complex stress distribution along the bondline between rod and wood depends on the type and properties of the adhesive and the type of load application. In this chapter, different models for the determination of the shear stress distribution along the bondline are discussed and their effects on the stress distribution and strength of the glued-in rod are evaluated. Important points on how to enhance the load-carrying capacity and reach best structural capacity, as well as the ductile failure behaviour, are discussed.
Please use this url to cite or link to this publication:
https://lup.lub.lu.se/record/be28d1dd-547d-464c-8706-97b834570155
- author
- Jockwer, Robert
and Serrano, Erik
LU
- organization
- publishing date
- 2021
- type
- Chapter in Book/Report/Conference proceeding
- publication status
- published
- subject
- host publication
- Reinforcement of Timber Elements in Existing Structures
- series title
- RILEM State-of-the-Art Reports
- editor
- Branco, Jorge ; Dietsch, Philipp and Tannert, Thomas
- volume
- 33
- pages
- 29 - 49
- publisher
- RILEM
- external identifiers
-
- scopus:85105422667
- ISBN
- 978-3-030-67794-7
- DOI
- 10.1007/978-3-030-67794-7_3
- language
- English
- LU publication?
- yes
- id
- be28d1dd-547d-464c-8706-97b834570155
- date added to LUP
- 2021-09-23 17:58:52
- date last changed
- 2022-04-27 04:10:17
@inbook{be28d1dd-547d-464c-8706-97b834570155,
abstract = {{Glued-in rods are important connecting and reinforcing elements in modern timber engineering used in new and existing timber structures. The complex stress distribution along the bondline between rod and wood depends on the type and properties of the adhesive and the type of load application. In this chapter, different models for the determination of the shear stress distribution along the bondline are discussed and their effects on the stress distribution and strength of the glued-in rod are evaluated. Important points on how to enhance the load-carrying capacity and reach best structural capacity, as well as the ductile failure behaviour, are discussed.}},
author = {{Jockwer, Robert and Serrano, Erik}},
booktitle = {{Reinforcement of Timber Elements in Existing Structures}},
editor = {{Branco, Jorge and Dietsch, Philipp and Tannert, Thomas}},
isbn = {{978-3-030-67794-7}},
language = {{eng}},
pages = {{29--49}},
publisher = {{RILEM}},
series = {{RILEM State-of-the-Art Reports}},
title = {{Glued-in Rods as Reinforcement for Timber Structural Elements}},
url = {{http://dx.doi.org/10.1007/978-3-030-67794-7_3}},
doi = {{10.1007/978-3-030-67794-7_3}},
volume = {{33}},
year = {{2021}},
}