Change search
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf
Numerical modeling of dowel-type connections in soft- and hardwoods including the rope effect
Linnaeus University, Faculty of Technology, Department of Building Technology.ORCID iD: 0000-0001-7203-5948
Linnaeus University, Faculty of Technology, Department of Building Technology.ORCID iD: 0000-0002-7829-4630
2019 (English)In: CompWood 2019 - International Conference on Computational Methods in Wood Mechanics - from Material Properties to Timber Structures, Växjö, Sweden: Lnu Press , 2019, p. 10-10Conference paper, Oral presentation with published abstract (Refereed)
Abstract [en]

In laterally loaded dowel-type connections, forces are not only transferred perpendicular to the fastener axis via contact forces (so-called embedment forces) and shear forces in the fastener, but also by means of forces evoked by displacement along the fastener axis and frictional forces within shear planes. The latter load transfer, the so-called rope effect, is often neglected or simplified in numerical models for laterally loaded connections, but considerably increases strength in case of large bending deformations of the fastener. In partially threaded screws, the rope effect is a result of the withdrawal behavior of the threaded part in combination with the axial resistance of the head of the fasteners. The tensile force along the axis of the fastener causes compression between connected members and frictional forces within the shear planes of the connection, which increase the load bearing capacity [1]. Consideration of the rope effect in numerical models is decisive for valid and suitable prediction of the load-deformation behavior and discussed in this presentation.

Place, publisher, year, edition, pages
Växjö, Sweden: Lnu Press , 2019. p. 10-10
National Category
Building Technologies
Research subject
Technology (byts ev till Engineering), Civil engineering
Identifiers
URN: urn:nbn:se:lnu:diva-89768ISBN: 978-91-88898-64-7 (electronic)OAI: oai:DiVA.org:lnu-89768DiVA, id: diva2:1363503
Conference
CompWood 2019 - International Conference on Computational Methods in Wood Mechanics - from Material Properties to Timber Structures, 17-19 June, 2019, Växjö
Part of project
Hardwood_joint: Innovative joints in hardwoods, Vinnova, Swedish Research Council Formas, Swedish Energy AgencyAvailable from: 2019-10-22 Created: 2019-10-22 Last updated: 2019-11-12Bibliographically approved

Open Access in DiVA

CompWood2019(472 kB)3 downloads
File information
File name FULLTEXT01.pdfFile size 472 kBChecksum SHA-512
4162baa898d2118fe4fc564c42498c0eb5537a129fcd991f337fb8132ad205db192a849dfb4ea7a703275d5c08e0dbadae4bad78a625dd89a24e7359ae1fb79c
Type fulltextMimetype application/pdf

Other links

Abstract

Search in DiVA

By author/editor
Schweigler, MichaelBader, Thomas K.
By organisation
Department of Building Technology
Building Technologies

Search outside of DiVA

GoogleGoogle Scholar
Total: 3 downloads
The number of downloads is the sum of all downloads of full texts. It may include eg previous versions that are now no longer available

isbn
urn-nbn

Altmetric score

isbn
urn-nbn
Total: 4 hits
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf