Digital repository of Slovenian research organisations

Show document
A+ | A- | Help | SLO | ENG

Title:Experimental investigation of the shear force capacity of prismatic cross laminated timber beams
Authors:ID Danielsson, Henrik (Author)
ID Pazlar, Tomaž (Author)
ID Serrano, Erik (Author)
ID Azinović, Boris (Author)
Files:URL URL - Source URL, visit https://www.sciencedirect.com/science/article/pii/S0141029624004516
 
.pdf PDF - Presentation file, download (3,32 MB)
MD5: C48F2129120D7BC28ACCBC0CF9497FB4
 
Language:English
Typology:1.01 - Original Scientific Article
Organization:Logo ZAG - Slovenian National Building and Civil Engineering Institute
Abstract:Experimental tests of Cross Laminated Timber (CLT) under in-plane beam loading conditions are presented. The influence of the element layup, the individual lamination width, and the beam overhang at the supports on the shear force capacity was investigated. All the CLT beams had the same gross cross section, and a 4-point-bending test setup was used. The experimentally determined load-bearing capacities are compared with the load-bearing capacities resulting from analytical methods proposed for structural design, focusing on shear failure in the crossing areas of flatwise bonded laminations (shear failure mode III). The test results indicate no or very small influence of the element layup and the lamination width on the shear force capacity. These results partly contradict the predictions of the proposed design methods. Of the three studied beam geometry parameters, the beam overhang at the support had the greatest influence on the load-bearing capacity.
Keywords:cross laminated timber, CLT, beam, shear testing, shear capacity, design methods
Publication status:Published
Publication version:Version of Record
Publication date:05.04.2023
Publisher:Elsevier
Year of publishing:2024
Number of pages:str. 1-15
Numbering:Vol. 308, [article no.] 117889
PID:20.500.12556/DiRROS-18679 New window
UDC:624
ISSN on article:1873-7323
DOI:10.1016/j.engstruct.2024.117889 New window
COBISS.SI-ID:191865091 New window
Copyright:© 2024 The Authors. Published by Elsevier Ltd.
Note:Nasl. z nasl. zaslona; Opis vira z dne 9. 4. 2024;
Publication date in DiRROS:15.04.2024
Views:112
Downloads:59
Metadata:XML RDF-CHPDL DC-XML DC-RDF
:
Copy citation
  
Share:Bookmark and Share


Hover the mouse pointer over a document title to show the abstract or click on the title to get all document metadata.

Record is a part of a journal

Title:Engineering structures
Publisher:Elsevier
ISSN:1873-7323
COBISS.SI-ID:23165701 New window

Document is financed by a project

Funder:Other - Other funder or multiple funders
Project number:FORESTVALUE-142
Name:Innovative Solutions for Cross Laminated Timber Structures
Acronym:InnoCrossLam

Funder:EC - European Commission
Funding programme:H2020
Project number:773324
Name:ForestValue - Innovating forest-based bioeconomy
Acronym:ForestValue

Funder:Other - Other funder or multiple funders
Project number:2019-01354
Name:Strength and fracture analysis of cross laminated timber

Funder:ARIS - Slovenian Research and Innovation Agency
Project number:P2-0273
Name:Gradbeni objekti in materiali

Funder:ARIS - Slovenian Research and Innovation Agency
Project number:P4-0430
Name:Gozdno-lesna veriga in podnebne spremembe: prehod v krožno biogospodarstvo

Licences

License:CC BY 4.0, Creative Commons Attribution 4.0 International
Link:http://creativecommons.org/licenses/by/4.0/
Description:This is the standard Creative Commons license that gives others maximum freedom to do what they want with the work as long as they credit the author.

Secondary language

Language:Slovenian
Keywords:krizno lepljen les, CLT, nosilec, strižni testi, strižna nosilnost, metode projektiranja


Back