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A dislocation-based analysis of strain history effects in ice

机译:基于位错的冰应变历史效应分析

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The cyclic loading response of ice specimens can be analysed with a dislocation-based model of anelasticity to produce an estimate of the effective mobile dislocation density. Moreover, the cyclic loading response is sufficiently sensitive to track the dislocation density changes that occur during creep straining. A combination of cyclic and creep loading experiments can thus be employed to gain crucial insight regarding the relationship between the dislocation density that evolves during creep straining and the anelastic and viscous components of strain. Creep and cyclic loading experiments have been conducted on laboratory-prepared saline and freshwater ice specimens to shed light on the effects of temperature, creep stress and accumulated strain on the mobile dislocation density and thereby to support the further development of a physically based constitutive model for ice. The findings indicate that, in addition to the expected stress and strain dependence, the dislocation density that develops during straining also depends on the temperature and microstructure. As a consequence of this temperature dependence, the apparent activation energy for creep when dislocation multiplication takes place is higher than that for creep in the absence of dislocation multiplication. Data from the literature are examined and found to support this finding. The results indicate that both the anelastic strain and the viscous strain rate vary with the mobile dislocation density. A preliminary set of results indicates that the power law stress exponent n is 3 when the applied stress is high enough to cause an increase in the discloation density, but that n approximate to 1 when the dislocation density remains constant during straining. The results show that prior straining increases the stress level associated with the transition from n=1 to n=3. The findings provide support for the glide-controlled mechanism of ice creep, and a dislocation glide-base formulation for viscous straining is presented. The model agrees will with the experimental data in the pure flow regime. [References: 30]
机译:可以使用基于位错的非弹性模型来分析冰标本的循环荷载响应,以得出有效移动位错密度的估计值。此外,循环载荷响应足够敏感以跟踪蠕变应变期间发生的位错密度变化。因此,可以将循环载荷试验和蠕变载荷试验相结合,以获得有关蠕变应变过程中产生的位错密度与应变的无弹性和粘性成分之间关系的重要见解。已对实验室制得的盐水和淡水冰标本进行了蠕变和循环加载实验,以揭示温度,蠕变应力和累积应变对移动位错密度的影响,从而为基于物理的本构模型的进一步发展提供支持冰。研究结果表明,除了预期的应力和应变依赖性外,应变过程中产生的位错密度还取决于温度和微观结构。由于这种温度依赖性,发生位错倍增时蠕变的表观活化能比没有位错倍增时蠕变的表观活化能高。对来自文献的数据进行了检查并发现可以支持这一发现。结果表明,无弹性应变和粘性应变速率均随移动位错密度而变化。初步的结果表明,当施加的应力足够高时,幂律应力指数n为3,足以引起错位密度增加,而当位错密度在应变过程中保持恒定时,n接近1。结果表明,先前的应变会增加与从n = 1到n = 3的过渡相关的应力水平。这些发现为滑移控制的冰蠕变机理提供了支持,并提出了用于粘性应变的位错滑移基配方。该模型将与纯流动状态下的实验数据一致。 [参考:30]

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