首页> 外文会议>IUTAM Symposium on Creep in Structures, Apr 3-7, 2000, Nagoya, Japan >CREEP OF ICE AND MICROSTRUCTURAL CHANGES UNDER CONFINING PRESSURE
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CREEP OF ICE AND MICROSTRUCTURAL CHANGES UNDER CONFINING PRESSURE

机译:围压作用下的冰蠕变和微结构变化

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Glaciers are one of the most striking examples of a material undergoing creep. The flow of these large bodies of ice is driven by self-weight and occurs as a result of the very high homologous temperature at which ice exists under atmospheric conditions. Deformation-related motions are in the order of centimetres to metres per year and the hydrostatic pressure at the base of the largest ice caps may be up to 40 MPa. Numerous investigations have been conducted to unravel the physical processes taking place in what may be considered the longest lived, in situ creep experiments available to material scientists. This is in sharp contrast to the dynamically more vigorous events the ice engineering community is confronted with when attempting to estimate the strength and behaviour of ice during its interaction with man-made structures. Examples are: the stresses exerted by an ice sheet on the hull of a ship, the interaction of icebergs with offshore oil production rigs, and loading of bridge piers by river jams during spring thaws. These events may involve significant load fluctuations and hydrostatic pressures exceeding 70 MPa. Displacement rates are in the order of millimetres to metres per second (40 m/sec in the case of ice/propeller interactions). In addition to gravity, water currents and winds acting on floating ice as well as ship inertia are the main driving forces. Mechanical testing and medium-scale field investigations are commonly carried out, either as a complement or as an alternative to the real scale event, to promote a better understanding of the processes involved in the ice during these interactions. This paper is an example of investigations conducted for that purpose. It reports on the creep and microstructural response of laboratory-made polycrystalline ice in compression, at various levels of hydrostatic pressures and up to large strains. These are conditions for which, prior to our testing program, little information was provided in the open literature. An analysis of a brittle and a ductile failure planes produced at low and high confinement is also presented. The implications of these results for the high-speed compressive loading of natural ice by a flat indentor are discussed.
机译:冰川是经历蠕变的材料中最引人注目的例子之一。这些大块冰的流动是由自重驱动的,并且由于在大气条件下冰存在的很高的同源温度而发生。与变形相关的运动每年大约在几厘米到几米之间,最大冰盖底部的静水压力可能高达40 MPa。已经进行了许多研究,以弄清材料科学家可以使用的最长寿命的原位蠕变实验中发生的物理过程。这与制冰工程界在试图估计冰与人造结构相互作用期间的强度和性能时所面临的动态更剧烈的事件形成鲜明对比。例如:冰盖施加在船体上的应力,冰山与海上采油平台的相互作用以及春季解冻期间河道堵塞造成的桥墩荷载。这些事件可能涉及明显的负载波动和超过70 MPa的静水压力。位移速度约为毫米到每秒米(在冰/螺旋桨相互作用的情况下为40 m / sec)。除重力外,作用在浮冰上的水流和风以及船舶惯性是主要驱动力。通常会进行机械测试和中等规模的田野调查,以作为对实际规模事件的补充或替代,以促进人们更好地了解这些相互作用过程中涉及冰的过程。本文是为此目的进行调查的示例。它报道了实验室制造的多晶冰在不同水平的静水压力和最大应变下的压缩蠕变和微观结构响应。在这些条件下,在我们的测试程序之前,公开文献中很少提供信息。还介绍了在低和高约束下产生的脆性和延性破坏平面的分析。讨论了这些结果对扁平压头高速压缩天然冰的影响。

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