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The uniaxial compressive strength of the Arctic summer sea ice

机译:北极夏季海冰的单轴抗压强度

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摘要

The results on the uniaxial compressive strength of Arctic summer sea ice are presented based on the sam-ples collected during the fifth Chinese National Arctic Research Expedition in 2012 (CHINARE-2012). Exper-imental studies were carried out at different testing temperatures (−3, −6 and −9°C), and vertical samples were loaded at stress rates ranging from 0.001 to 1 MPa/s. The temperature, density, and salinity of the ice were measured to calculate the total porosity of the ice. In order to study the effects of the total porosity and the density on the uniaxial compressive strength, the measured strengths for a narrow range of stress rates from 0.01 to 0.03 MPa/s were analyzed. The results show that the uniaxial compressive strength decreases linearly with increasing total porosity, and when the density was lower than 0.86 g/cm3, the uniaxial com-pressive strength increases in a power-law manner with density. The uniaxial compressive behavior of the Arctic summer sea ice is sensitive to the loading rate, and the peak uniaxial compressive strength is reached in the brittle-ductile transition range. The dependence of the strength on the temperature shows that the calculated average strength in the brittle-ductile transition range, which was considered as the peak uniaxial compressive strength, increases steadily in the temperature range from −3 to −9°C.
机译:根据2012年第五次中国国家北极研究探险队(CHINARE-2012)收集的样本,得出了北极夏季海冰单轴抗压强度的结果。在不同的测试温度(-3,-6和-9°C)下进行了实验研究,垂直样品的加载速率为0.001至1 MPa / s。测量冰的温度,密度和盐度以计算冰的总孔隙率。为了研究总孔隙率和密度对单轴抗压强度的影响,分析了在0.01至0.03 MPa / s的狭窄应力速率范围内测得的强度。结果表明,单轴抗压强度随总孔隙率的增加而线性降低,当密度低于0.86 g / cm3时,单轴抗压强度随密度的幂律增加。北极夏季海冰的单轴压缩行为对加载速率敏感,并且在脆性-延性转变范围内达到峰值单轴压缩强度。强度对温度的依赖性表明,在脆性-延性转变范围内计算的平均强度(被认为是峰值单轴抗压强度)在-3至-9°C的温度范围内稳定增加。

著录项

  • 来源
    《海洋学报(英文版)》 |2015年第1期|129-136|共8页
  • 作者单位

    State Key Laboratory of Coastal and 0ffshore Engineering, Dalian University of Technology, Dalian 116024, China;

    State Key Laboratory of Coastal and 0ffshore Engineering, Dalian University of Technology, Dalian 116024, China;

    School of Environmental Science and Engineering, Chang'an University, Xi'an 710054, China;

    State Key Laboratory of Coastal and 0ffshore Engineering, Dalian University of Technology, Dalian 116024, China;

    Polar Research Institute of China, State 0ceanic Administration, Shanghai 200136, China;

  • 收录信息 中国科学引文数据库(CSCD);
  • 原文格式 PDF
  • 正文语种 eng
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