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考虑地震应变率效应的木材单轴受压本构模型

刘伊津 谢启芳 张利朋 张保壮 杨高杰

湖南大学学报(自然科学版)2024,Vol.51Issue(5):168-178,11.
湖南大学学报(自然科学版)2024,Vol.51Issue(5):168-178,11.DOI:10.16339/j.cnki.hdxbzkb.2024058

考虑地震应变率效应的木材单轴受压本构模型

Uniaxial Compressive Constitutive Model for Timber Considering Seismic Strain Rate Effects

刘伊津 1谢启芳 2张利朋 3张保壮 1杨高杰4

作者信息

  • 1. 西安建筑科技大学 土木工程学院,陕西 西安 710055
  • 2. 西安建筑科技大学 土木工程学院,陕西 西安 710055||结构工程与抗震教育部重点实验室(西安建筑科技大学),陕西 西安 710055||东北林业大学 土木与交通学院,黑龙江 哈尔滨 150040
  • 3. 西安建筑科技大学 土木工程学院,陕西 西安 710055||结构工程与抗震教育部重点实验室(西安建筑科技大学),陕西 西安 710055
  • 4. 中冶赛迪工程技术股份有限公司,重庆 401122
  • 折叠

摘要

Abstract

The strain rate effect of timber should be taken into account in the detailed analysis of timber structure during earthquakes.In order to investigate the impact of seismic strain rate on the mechanical properties of timber under uniaxial compression,two types of timber,Larix and Pinus Sylvestris,were selected,and perpendicular-to-grain and parallel-to-grain specimens were designed for each type.The stress-strain relationship,failure mode,elastic modulus,and compressive strength of the timber were investigated through uniaxial compression tests under seismic strain rates of 10-3 s-1,10-2 s-1,10-1 s-1,as well as a quasi-static strain rate of 10-4 s-1.The results indicated a noticeable seismic strain rate effect on the compressive strength and elastic modulus of timber under uniaxial compression.As the seismic strain rate increased,the compressive strength of timber exhibited a more significant increase.The uniaxial compression constitutive model was established,taking into account the seismic strain rate effect.Additionally,a corresponding UMAT subroutine was programmed and integrated into the ABAQUS finite element software.The numerical simulation of timber under uniaxial compression was performed.The results exhibited a strong agreement with the experimental findings,thereby validating the accuracy of both the constitutive model and UMAT subroutine.The research findings can offer constitutive support for seismic analysis of timber structures.

关键词

木材/地震应变率/单轴受压/本构模型/UMAT子程序

Key words

timber/seismic strain rate/uniaxial compression/constitutive model/UMAT subroutine

分类

建筑与水利

引用本文复制引用

刘伊津,谢启芳,张利朋,张保壮,杨高杰..考虑地震应变率效应的木材单轴受压本构模型[J].湖南大学学报(自然科学版),2024,51(5):168-178,11.

基金项目

国家自然科学基金资助项目(52178303),National Natural Science Foundation of China(52178303) (52178303)

陕西省杰出青年科学基金资助项目(2021JC-44),Science Fund for Distinguished Young Scholars of Shaanxi Province(2021JC-44) (2021JC-44)

湖南大学学报(自然科学版)

OA北大核心CSTPCD

1674-2974

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