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Degradation mechanisms, energy dissipation and instabilities in brittle materials.

机译:脆性材料的降解机理,能量耗散和不稳定性。

摘要

In this dissertation, first, the theoretical and experimental viewpoints of instability and bifurcation in mechanics are reviewed and discussed. The onset of instability of bifurcation depends on the constitutive assumptions, and is marked by the loss of ellipticity, singularity of the stiffness matrix, and negative or complex eigenvalues. Non-traditional regularization is necessary to obtain useful post-instability solutions. Based on dissipated energy and elastic potential, energy based instability criterion is considered and developed. The global instability criterion is concerned with global non-uniform deformation while the surface degradation instability criterion deals with near surface non-uniformities. In addition, the connection between surface degradation and size, shape effects for brittle materials is examined. The energy based stability theory is applied for some typical problems through analytical and numerical implementations. It is shown that the onset of both surface instability and global degradation instability occurs in the strain hardening stage, that is, before and close to the peak strength. The theoretical results are compared with experimental observations. Both strain gage tests and ultrasonic scanning tests are processed to study the degradation mechanisms of a brittle material. The surface effects are highlighted by the experiments. Ultrasonically dissipated energy shows a random distribution and it follows, in general, the initial non-homogeneity pattern. The relationship between the ultrasonically dissipated energy and mechanically dissipated energy is dependent on deformation and can be approximated by a power function of the factor of load level. The theory for surface degradation consideration involves a few material constants, and these constants are identified against experimental observations. The degradation mechanism and damage growth patterning of simulated rock under uniaxial load are modeled numerically by implementing the theory for damage and surface degradation with initial state consideration. The theoretical results are compared with experimental observations obtained through ultrasonic scanning tests. To extend the study to post-instability modelling by using various constitutive models, three alternative considerations are proposed to achieve so-called regularization of the problem.
机译:本文首先回顾和讨论了力学中不稳定性和分叉的理论和实验观点。分叉不稳定性的发生取决于本构假设,其特征是椭圆度的损失,刚度矩阵的奇异性以及负或复特征值。非传统正则化对于获得有用的不稳定后解是必要的。基于耗散的能量和弹性势,考虑并开发了基于能量的不稳定性判据。整体不稳定性准则涉及整体不均匀变形,而表面退化不稳定性准则涉及近表面不均匀性。此外,还检查了表面降解与脆性材料的尺寸,形状效应之间的关系。通过分析和数值实现将基于能量的稳定性理论应用于一些典型问题。结果表明,在应变硬化阶段,即在峰值强度之前或接近峰值强度,都出现了表面不稳定性和整体降解不稳定性。将理论结果与实验观察结果进行比较。应变计测试和超声扫描测试都经过处理,以研究脆性材料的降解机理。实验突出了表面效果。超声耗散的能量显示出随机分布,并且通常遵循初始的非均匀性模式。超声耗散的能量和机械耗散的能量之间的关系取决于变形,并且可以通过载荷水平系数的幂函数来近似。考虑表面降解的理论涉及一些材料常数,这些常数是根据实验观察确定的。通过考虑初始状态下的损伤和表面退化理论,对模拟岩石在单轴载荷下的降解机理和损伤增长规律进行了数值模拟。将理论结果与通过超声扫描测试获得的实验观察结果进行比较。为了通过使用各种本构模型将研究扩展到不稳定性建模之后,提出了三个替代考虑因素来实现所谓的问题正则化。

著录项

  • 作者

    Tang Fang-Fu.;

  • 作者单位
  • 年度 1992
  • 总页数
  • 原文格式 PDF
  • 正文语种 en
  • 中图分类

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