Application of European design principles to cross laminated timber

Research output: Contribution to journalArticleScientificpeer-review

Researchers

Research units

  • Norwegian University of Science and Technology
  • Graz University of Technology

Abstract

The design of cross laminated timber (CLT) structures is not included in the current version of European structural timber design standards of EN 1995 (Eurocode 5, EC 5). Due to the increasing importance of CLT, in different applications such as complete wall or floor elements as well as girders, it is one of the main goals of the currently ongoing revision of EC 5 to provide design principles for CLT structures. In the present paper some general aspects, relevant for the implementation of CLT in European standards in order to be consistent with the general philosophy of the Eurocodes are summarized and discussed. The differences between standard test specimens and structural components as well as the uncertainties related to the production procedure of CLT and the non-standardized test procedure are discussed. An investigation of 12 different test series from five different producers clearly indicates a large variation between different production series. Based on the investigation from the test series a reliability analysis is performed. The results indicate that the same partial safety factor as recommended for glued laminated timber (GLT) is appropriate in order to achieve an acceptable reliability. However, the analysis also indicates the potential for a smaller partial safety factor in the future, in case that the production of CLT is standardized and appropriate standardized test methods for the individual material properties exist.

Details

Original languageEnglish
Pages (from-to)934-943
Number of pages10
JournalEngineering Structures
Volume171
Early online date2018
Publication statusPublished - 15 Sep 2018
MoE publication typeA1 Journal article-refereed

    Research areas

  • Cross laminated timber, Partial safety factor, Structural reliability, Variability of the materiel properties

ID: 18501677