[1]吴贻军,姚剑飞,吴俊,等. 基于ABAQUS有限元法的空洞树干强度分析[J].西北林学院学报,2022,37(3):205-210.[doi:10.3969/j.issn.1001-7461.2022.03.28]
　WU Yi-jun,YAO Jian-fei,WU Jun,et al. Strength Analysis of Cavity Tree Trunks by Finite Element Method Based on Abaqus[J].JOURNAL OF NORTHWEST FORESTRY UNIVERSITY,2022,37(3):205-210.[doi:10.3969/j.issn.1001-7461.2022.03.28]
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 基于ABAQUS有限元法的空洞树干强度分析()
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《西北林学院学报》[ISSN:1001-7461/CN:61-1202/S]

卷:
第37卷
期数:
2022年第3期
页码:
205-210
栏目:
出版日期:
2022-05-31

文章信息/Info

Title:
 Strength Analysis of Cavity Tree Trunks by Finite Element Method Based on Abaqus
文章编号:
1001-7461(2022)03-0205-06
作者:
 吴贻军1; 姚剑飞1; 吴俊1; 王福利2*; 邵卓平2
 （1.黄山风景区管委会 园林局，安徽 黄山 245800；2.安徽农业大学 林学与园林学院，安徽 合肥 230036）
Author(s):
 WU Yi-jun1; YAO Jian-fei1; WU Jun1; WANG Fu-li2*; SHAO Zhuo-ping2
 (1.Bureau of Park and Wood of Huangshan Scenic Area Management Committee,Huangshan 245800,Anhui,China; 2.School of Forestry and Landscape,Anhui Agricultural University,Hefei 230036,Anhui,China)
关键词:
 ; 树木; 空洞; 有限元模拟; 弯曲扭转强度; 断裂行为
Keywords:
 ; tree;  cavity;  finite element simulation;  bending and torsional strength;  fracture behavior
分类号:
S781.21
DOI:
10.3969/j.issn.1001-7461.2022.03.28
文献标志码:
A
摘要:
 树木空洞可能会导致树木的死亡，同时，由于空洞树木抗风雪能力低，易在空洞处断裂，对人身和财物安全具有重大隐患。本研究通过软件Abaqus建立空心树干的三维模型进行有限元模拟分析，探索树干空洞的大小对树木强度和断裂破坏行为的影响。结果表明：1）树木发生弯曲和扭转破坏系数随载荷增加而增大，树干最外层的最大弯曲和扭转剪应力在断裂破坏前随载荷增加呈线性增加；2）当树干空洞发展到树干内外径比（α）为0.7时，随着空洞的继续增大其弯曲和扭转破坏系数会急剧增加，在α小于0.7时，弯曲和扭转破坏系数有一定的增加，但增加幅度较小；3）随着树干空洞造成内外径比的增加，树木发生扭转破坏的偏冠程度会逐渐降低。研究初步探明了树干空洞影响树木破坏行为和方式的力学机理，可为树木安全性评估提供一定的理论支持和依据。
Abstract:
 Trees with hollow trunks could result in the death of tree,meanwhile,it would bring serious safety issues to human body and belongs,because it would fracture at hollow trunk for its low resistance to wind and snow.To understand the influence of hollow size of trunk on the strength and fracture behavior of trees,a three-dimensional model of the hollow trunks was established by Abaqus for finite element mechanical analysis.The results showed that 1) the bending and torsional damage coefficients of trees increased with the increase of load,and the maximum bending and torsional shear stresses in the outermost layer of the trunk increased linearly with load before fracture damage.2) When the trunk cavity developed to the trunk inner with an outer diameter ratio (α) of 0.7,its bending and torsional damage coefficient increased sharply as the trunk cavity increased continuously,and when α was less than 0.7,the bending and torsional damage coefficients had a certain increase,but the increment was small.3) With the increase of the inner and outer diameter ratio caused by the trunk cavity,the degree of crown deviation where the tree first underwent torsional damage would gradually decrease.The mechanical mechanism of the influence of trunk cavity to the fracture behavior and pattern of tree was revealed preliminarily by this study.

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备注/Memo

备注/Memo:
 收稿日期：2021-07-21修回日期：2021-09-08
基金项目：国家自然科学基金面上项目（31570715）。
第一作者：吴贻军，博士，工程师。研究方向：森林资源保护、生物质材料力学。E-mail:wuyijun28@163.com
*通信作者：王福利，博士，讲师，硕士生导师。研究方向：生物质材料断裂力学。E-mail:wangfuli@ahau.edu.cn
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