Size effects on the in-situ compressive behavior of first-year sea ice

被引:0
|
作者
Huang, Yan [1 ,2 ,3 ]
Han, Jiale [1 ,2 ]
Sun, Jianqiao [1 ,2 ,3 ]
Zhao, Tong [1 ,2 ]
机构
[1] Tianjin Univ, State Key Lab Hydraul Engn Intelligent Construct &, Tianjin 300072, Peoples R China
[2] Tianjin Univ, Sch Civil Engn, Tianjin 300350, Peoples R China
[3] Tianjin Univ, Tianjin Key Lab Port & Ocean Engn, Tianjin 300350, Peoples R China
关键词
Size effect; In situ; Sea ice; Compression test; Strain rate sensitivity; PART II; STRENGTH; FRACTURE; FAILURE; CREEP;
D O I
10.1016/j.apor.2024.104395
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Size or scale effects play a significant role in the compressive behavior of ice, which has been an under-evolved topic until now. To investigate and provide a clear description of the size or scale effect of ice in compression, a series of in-situ uniaxial compression tests was carried out on first-year sea ice in the Bohai Sea. The experimental results reveal significant size effect on both the peak uniaxial compressive strength and the corresponding critical ductile-to-brittle transition strain rate. The measured data fitting result of the size effect on ice compressive strength (under unconfined conditions) is close with Bazant's size effect law, but with a small lower power exponent (-0.57). The critical ductile-to-brittle transition strain rate results behaved an almost inversely proportional decreasing term with the increase of sample volume.
引用
收藏
页数:11
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