Simulation method to generate the strength of glulam using correlated random variables

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Many reports have been shown about the strength design of glulam using simulation method, hi the simulation method one of the important problems is how to deal with correlations among strength factors like as modulus of elasticity (MOE). modulus of rapture (MOR), tensile strength (σT) and compression strength (σ c) For example in case that the MOR criteria of glulam is σ ni/ f ni + σ bi / f bi ≥ 1 - a correlation between f ni and f bi exists. Here σ ni and σ bi are the axial stress and the bending stress of i-th lamina respectively./, and are also the axial strength and the bending strength of i-th lamina respectively. How can we take this correlation into consideration in the calculation of the strength of glulam? And it is very difficult to measure the correlation coefficients among MOR. σ T andσ c-I developed the method by which these problems could be solved. And using random variables generated by this method, strengths of glulam were simulated. They were almost same as experimental values. This result indicated the usefulness of this method.

Original languageEnglish
Title of host publication10th World Conference on Timber Engineering 2008
Pages808-814
Number of pages7
Publication statusPublished - 2008
Externally publishedYes
Event10th World Conference on Timber Engineering 2008 - Miyazaki, Japan
Duration: Jun 2 2008Jun 5 2008

Publication series

Name10th World Conference on Timber Engineering 2008
Volume2

Conference

Conference10th World Conference on Timber Engineering 2008
Country/TerritoryJapan
CityMiyazaki
Period6/2/086/5/08

ASJC Scopus subject areas

  • Forestry
  • Plant Science

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