A numerical limit analysis approach for predicting strength of clear wood

  • Mingjing Li*
  • , Josef Fuessl
  • , Markus Lukacevic
  • , Josef Eberhardsteiner
  • , Chris Martin
  • *Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

The main goal of this work has been the development of a new approach to understand failure mechanisms and to predict effective strength properties of clear wood. These properties are strongly influenced by the complex cellular and layered material system of wood. The application of conventional numerical methods to determine strength properties of these microstructures can be very inefficient and not always lead to satisfying results. For this reason, numerical limit analysis approaches were further developed and applied for the first time to wood, replacing conventional methods successfully at certain scales of observation in a multiscale concept for strength predictions. The comparison of numerically-obtained failure surfaces for clear wood with the experimental data from biaxial tests showed very good agreement. Due to its efficiency and simplicity, this method could represent an interesting alternative for predicting strength of wood and wood-based products.

Original languageEnglish
Title of host publicationWCTE 2016 - World Conference on Timber Engineering
PublisherDAAAM International Vienna
ISBN (Electronic)9783903039001
StatePublished - 2016
Externally publishedYes
Event2016 World Conference on Timber Engineering, WCTE 2016 - Vienna, Austria
Duration: 22 Aug 201625 Aug 2016

Publication series

NameWCTE 2016 - World Conference on Timber Engineering

Conference

Conference2016 World Conference on Timber Engineering, WCTE 2016
Country/TerritoryAustria
CityVienna
Period22/08/1625/08/16

Keywords

  • Clear wood
  • Effective strength properties
  • Numerical limit analysis

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