张大长, 刘明源, 包 涛. 淡水冰单轴受压力学特性的试验研究[J]. 工程力学, 2011, 28(7): 238-244.
引用本文: 张大长, 刘明源, 包 涛. 淡水冰单轴受压力学特性的试验研究[J]. 工程力学, 2011, 28(7): 238-244.
ZHANG Da-chang, LIU Ming-yuan, BAO Tao. EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF FRESH WATER ICE SUBJECTED TO UNIAXIAL COMPRESSIVE LOAD[J]. Engineering Mechanics, 2011, 28(7): 238-244.
Citation: ZHANG Da-chang, LIU Ming-yuan, BAO Tao. EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF FRESH WATER ICE SUBJECTED TO UNIAXIAL COMPRESSIVE LOAD[J]. Engineering Mechanics, 2011, 28(7): 238-244.

淡水冰单轴受压力学特性的试验研究

EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF FRESH WATER ICE SUBJECTED TO UNIAXIAL COMPRESSIVE LOAD

  • 摘要: 该文通过淡水冰的系列单轴抗压试验研究,探讨了加载速率、冰试件尺寸、试件横截面形状以及加载接触面对冰强度和压应力-应变关系的影响;试验研究和理论分析表明:在高径比小于2时,相同截面尺寸冰试件的抗压强度随构件高度的增加而提高,当高径比大于2时,强度变化不明显;随着截面尺寸加大,相同高径比试件强度稍有下降,即具有一定的尺寸效应;不同接触面特性对强度的影响不大;试件截面形状对冰的抗压强度影响较小,而弹性模量对试件形状比较敏感。另外,冰的抗压强度具有方向性,晶粒生长方向强度较高。

     

    Abstract: In this paper, a series of uniaxial compressive tests of ice were carried out, and the effects on ice compressive strength and stress-strain relationship of loading rate, specimen dimensions, section shapes and loading contact-face were investigated. Based on the above tests and analyses, the following conclusions were drawn: when the height-diameter ratio of specimen is smaller than two, the compressive strength of ice increases with the increase of height, and keeps almost constant when the height-diameter ratio exceeds two; the ice strength has size-effect, that is, the specimen strength decreases with the increase of sectional area, and the contact-face has no effect on strength; the sectional shape has some effects on elastic modulus, but no effect on strength; the ice compressive strength depends on loading direction, and is lager along the crystal grain.

     

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