Mechanical Properties of Dahurian Larch Wood under Cyclic Loading: Experiments and Constitutive Model

被引:0
|
作者
Zhang, Lipeng [1 ,2 ]
Xie, Qifang [2 ,3 ]
Han, Yonggang [1 ]
Wang, Yingjin [1 ]
Wu, Yajie [1 ,2 ]
机构
[1] Xian Univ Architecture & Technol, Sch Civil Engn, Xian 710055, Peoples R China
[2] Minist Educ XAUAT, Key Lab Struct Engn & Earthquake Resistance, Xian 710055, Peoples R China
[3] Northeast Forestry Univ, Sch Civil & Transportat Engn, Harbin 150040, Peoples R China
基金
中国国家自然科学基金;
关键词
wood; mechanical property; cyclic loading test; stiffness degradation; constitutive model; STATIC COMPRESSION; TIMBER;
D O I
10.3390/buildings13092256
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This article presents a study on the mechanical properties and constitutive model of Dahurian larch wood under parallel-to-grain (ParG) and perpendicular-to-grain (PerG) cyclic loading. A total of twenty-four dog-bone specimens were designed and prepared. Failure modes, stress-strain curves, elastic moduli under monotonic loading, and unloading/reloading moduli under cyclic loading were analyzed. Results indicated that the tensile and compressive envelope curves of wood under cyclic loading are similar to the monotonic stress-strain curves. The unloading and reverse reloading stiffness of wood are significantly degraded in both material directions. Furthermore, a constitutive model that is capable of considering the degradation of cyclic compression unloading stiffness and the change in reverse compression (tension) stiffness after tension (compression) unloading was proposed. A comprehensive comparison with test results was conducted, and they are in good agreement. Thus, the correctness of the proposed constitutive model is verified.
引用
收藏
页数:20
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