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木材试件长度对其顺纹抗压强度性能的影响

刘建辉 柏亚双 曹龙 徐国林 耿稳清

西南林业大学学报2024,Vol.44Issue(7):186-192,7.
西南林业大学学报2024,Vol.44Issue(7):186-192,7.DOI:10.11929/j.swfu.202305039

木材试件长度对其顺纹抗压强度性能的影响

Study on the Influence of Wood Specimen Length on Its Compressive Strength Performance Along the Grain

刘建辉 1柏亚双 1曹龙 2徐国林 1耿稳清1

作者信息

  • 1. 西南林业大学土木工程学院,云南昆明 650233
  • 2. 西南林业大学材料与化学工程学院,云南昆明 650233
  • 折叠

摘要

Abstract

The axial compression test was carried out based on 3 different size specimens of Fraxinus chinen-sis,Abies fabri and Pinus yunnanensis to explore the effect of specimen length on the variation of axial compres-sion mechanical properties of coniferous and broadleaf woods along grain direction.The Weibull weakest link theory was used to calculate the length size effect coefficients of the compressive strength of 3 kinds of wood.The finite element software was used to simulate the axial pressure behavior of the wood specimen with the tested parameters.The results showed that the tested wood had a significant size effect on the compressive strength and peak strain of wood along the grain.When the specimen length increased from 40 mm to 80 mm,the average compressive strength of 3 wood specimens decreased by 4.10%,7.19%and 5.78%.In contrast,the average peak strain decreased by 46.38%,70.07%and 33.49%.The length size effect coefficients of compressive strength of F.chinensis,A.fabri and P.yunnanensis(0.06,0.11 and 0.09,respectively)obtained based on the Weibull weakest link theory can be used for interconversion between the compressive strength tests of 3 woods with different test sizes.Based on the above coefficients to adjust the compressive strength of a specimen with a length of 100 mm,the error is only 0.76%,1.9%and 1.06%.Based on the OpenSees fiber cross-section model,the nonlinear behavi-or of wood members under axial compression can be well simulated,but the impact of size effects on wood mech-anical parameters needs to be considered.

关键词

顺纹抗压强度/峰值应变/尺寸效应/轴心受压/Weibull最弱链理论

Key words

compression strength parallel-to-grain/peak strain/size effect/axial compression/Weibull weak-est link theory

分类

建筑与水利

引用本文复制引用

刘建辉,柏亚双,曹龙,徐国林,耿稳清..木材试件长度对其顺纹抗压强度性能的影响[J].西南林业大学学报,2024,44(7):186-192,7.

基金项目

国家自然科学基金项目(52268051)资助. (52268051)

西南林业大学学报

OA北大核心CSTPCD

2095-1914

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