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Crack-tip parameters in polycrystalline plates with compliant grain boundaries.

机译:具有顺应性晶界的多晶板的裂纹尖端参数。

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摘要

The design of cost-effective and reliable offshore structures and bridge piers subjected to ice-flows requires a better understanding of the fracture behavior of ice. A specific issue that needs to be resolved is whether the limited available experimental strength and fracture toughness data of this polycrystalline material shows a dependence on structural size as a result of nonlinear material behavior, or whether the statistical nature of the data is size independent. To address this problem, the statistics of the local stress intensity factor of a cracked polycrystalline plate is investigated using two micromechanical models. The first is a finite element based Monte Carlo procedure where the plate's microstructure, which includes a finite number of crystals (or grains) separated by a finite thickness interphase (referred to as grain boundaries in this thesis), is approximated as a Poisson-Voronoi tessellation. The statistics of the effective elastic moduli of the uncracked plate are calculated as well as the local stress intensity factors of the corresponding cracked plate. This is done for selected values of the parameters that quantify the ratio of elastic mismatch between the crystals and the grain boundaries, and the expected number of grains in the plate. The results indicate that the average values and standard deviations of the local stress intensity factors are independent of the number of grains in the plate, and imply that the initiation fracture toughness of polycrystalline plates does not depend on structural size.; The results of the Monte Carlo model suggest that the crack tip parameters of cracked polycrystalline plates could be calculated using an efficient alternative analytical model involving a long crack penetrating a circular inhomogeneity. This problem is solved using the method of continuously distributed dislocations, which relies on the Green's functions of dislocations interacting with a circular inhomogeneity, derived using complex variable techniques. The traction-free condition along the crack surfaces is written as a system of singular integral equations, which are solved numerically. The results demonstrate that as long as the elastic mismatch between the inhomogeneity and the surrounding material is interpreted correctly, then the approximate analytical model is associated with averaged stress intensity factors that are in excellent agreement with those of the polycrystalline microstructure.; An attempt is made to apply the developed models to interpret experimental data obtained from warm lake ice. It is concluded that proper interpretation of data obtained from polycrystalline plates with compliant grain boundaries necessitates stress analyses that incorporate explicitly the stochastic microstructure. However, additional experimental data is required to resolve the issue that motivated the present study. Monte Carlo finite element models such as the ones developed in this thesis could be extended to study crack propagation in polycrystalline plates, and in turn processes such as the break up of an ice flow as it comes into contact with a structure.
机译:具有成本效益且可靠的海上结构和受冰流作用的桥墩的设计需要更好地了解冰的破裂行为。需要解决的一个具体问题是,该多晶材料有限的可用实验强度和断裂韧性数据是否由于非线性材料行为而显示出对结构尺寸的依赖性,或者该数据的统计性质是否与尺寸无关。为了解决这个问题,使用两个微机械模型研究了裂纹多晶板的局部应力强度因子的统计数据。第一种是基于有限元的蒙特卡洛程序,其中板的微观结构(包括有限数量的晶体(或晶粒),由有限厚度的中间相(在本论文中称为晶界)分隔)包括为Poisson-Voronoi镶嵌。计算未破裂板的有效弹性模量的统计数据以及相应破裂板的局部应力强度因子。这是针对选定的参数值完成的,这些参数可量化晶体和晶界之间的弹性失配比以及板中预期的晶粒数量。结果表明,局部应力强度因子的平均值和标准偏差与板中晶粒的数量无关,这表明多晶板的初始断裂韧性与结构尺寸无关。蒙特卡洛模型的结果表明,可以使用有效的替代分析模型来计算裂纹多晶板的裂纹尖端参数,该模型包括长裂纹穿透圆形不均匀性。使用连续分布的位错方法可以解决此问题,该方法依赖于格林的位错函数与使用复杂变量技术得出的圆形不均匀性相互作用。沿裂纹表面的无牵引条件被写为一个奇异积分方程组,该方程组可以通过数值求解。结果表明,只要正确地解释了不均匀性与周围材料之间的弹性失配,则近似分析模型就会与平均应力强度因子相关联,该平均应力强度因子与多晶微结构的应力强度因子极为吻合。试图将开发的模型用于解释从温暖的湖冰获得的实验数据。结论是,对具有顺应性晶界的多晶板获得的数据进行正确的解释需要对应力分析进行明确的合并随机微结构的分析。但是,需要其他实验数据来解决激发本研究的问题。蒙特卡洛有限元模型(例如本文开发的模型)可以扩展为研究裂纹在多晶板上的传播,进而研究诸如冰流与结构接触时的破裂等过程。

著录项

  • 作者

    Wang, Yuping.;

  • 作者单位

    Case Western Reserve University.;

  • 授予单位 Case Western Reserve University.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2003
  • 页码 137 p.
  • 总页数 137
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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