Dependence of the mechanical properties of wood on temperature, moisture content and tree species at elevated temperatures

Shuta Watanabe, Tatsuro Suzuki, Yuji Hasemi, Chihiro Kaku, Daisuke Kamikawa, Noboru Yasui, Kohta Miyamoto

Research output: Contribution to journalArticle

Abstract

As a basis for the assessment of mechanical properties of wooden structure in fire, bending strength and Young's modulus are measured at elevated temperatures below piloted ignition temperature for different moisture contents on seven tree species. The measurements for temperatures below 100°C on three most common tree species for structural members cover wide range of moisture content. Tests on selected conditions sensitive to the mechanical properties are run on additional four tree species for the examination of the density dependence of the mechanical properties, and resulted in the simple correlation.

Original languageEnglish
Pages (from-to)1011-1020
Number of pages10
JournalJournal of Structural and Construction Engineering
Volume84
Issue number761
DOIs
Publication statusPublished - 2019 Jan 1

    Fingerprint

Keywords

  • Bending test
  • Fire exposure
  • Softwood hardwood
  • Wooden structure

ASJC Scopus subject areas

  • Architecture
  • Building and Construction

Cite this