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Mechanical behavior and elastic properties of prestrained columnar ice

机译:预应力柱状冰的力学行为和弹性

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摘要

Experiments on columnar-grained ice at --10 °C reveal changes to its mechanical behavior and elastic properties due to compressive prestrain. Laboratory-grown (152-mm cube) specimens of freshwater and saline ice were prestrained under uniaxial across-column compression (to levels from epsilon p = 0.003 to epsilonp = 0.20, at constant strain rates in the ductile regime) and then reloaded, again under uniaxial across-column compression (at rates from 1x10--6 s--1 to 3 x 10--2s--1). Prestrain caused solid-state recrystallization as well as damage in the form of non-propagating microcracks. These microstructural changes were quantified by analysis of thin sections. Elastic properties in across-column directions, both parallel (x1) and perpendicular ( x2) to the initial loading direction, were obtained from P-wave and S-wave ultrasonic velocities.;As a result (and depending on the level) of the prestrain imparted in both materials, Young's modulus E was reduced by as much as 30%; the ductile-to-brittle (D--B) transition strain rate epsilon D/B was increased up to a factor of 3 to 10; and the ductile behavior with respect to loading along a direction within the horizontal ( x1-x2) plane of the parent ice sheet changed from isotropic to anisotropic. As the prestrain rate approached the nominal D--B transition rate of initially undamaged material, the magnitudes of prestrain effects on elastic compliance increased. The shift in the D--B transition, on the other hand, was less sensitive to the prestrain rate.;The results are interpreted within the framework of a recent model that predicts the transition strain rate based on the micromechanical boundary between creep and fracture processes. Prestrain primarily affected certain parameters in the model, specifically the power-law creep coefficient B (more so than the creep exponent n), Young's modulus E and, by extension, the fracture toughness KIc. The physical implications of these effects are discussed.
机译:在-10°C的柱状粒冰上进行的实验表明,由于压缩预应变,其机械性能和弹性特性发生了变化。将实验室生长的淡水和盐水冰的标本(152毫米立方)在单轴跨柱压缩下(在延性条件下以恒定应变速率从εp = 0.003到εp = 0.20的水平)预应变,然后再次加载单轴跨柱压缩(速率从1x10--6 s--1到3 x 10--2s--1)。预应变导致固态重结晶以及非传播微裂纹形式的破坏。这些微观结构的变化通过分析薄层来量化。从P波和S波超声波速度获得了与初始加载方向平行(x1)和垂直(x2)的跨列方向的弹性特性。结果(取决于水平)两种材料都施加了预应变,杨氏模量E降低了30%。韧性到脆性(D--B)的过渡应变率εD / B增加到3到10倍;沿母冰盖水平面(x1-x2)内方向的载荷的延性行为从各向同性变为各向异性。当预应变率接近最初未损坏材料的标称D–B转变率时,预应变对弹性柔度的影响幅度增加。另一方面,D–B过渡的位移对预应变率不那么敏感;结果在最近的模型框架内得到了解释,该模型基于蠕变和断裂之间的微机械边界来预测过渡应变率流程。预应变主要影响模型中的某些参数,特别是幂律蠕变系数B(比蠕变指数n大),杨氏模量E以及断裂韧性KIc。讨论了这些影响的物理含义。

著录项

  • 作者

    Snyder, Scott Aaron.;

  • 作者单位

    Dartmouth College.;

  • 授予单位 Dartmouth College.;
  • 学科 Materials science.;Mechanical engineering.;Engineering.
  • 学位 Ph.D.
  • 年度 2015
  • 页码 228 p.
  • 总页数 228
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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