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Studying Large Amplitude Oscillatory Shear Response of Soft Materials
Published on: April 25, 2019
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在具有线性或指数强度衰变的应变软化材料中,用于空腔收缩的分析溶液
Maria Anthi1, Thomas Pferdekämper2, Georgios Anagnostou2
1ETH Zurich, Zurich, Switzerland. maria.anthi@igt.baug.ethz.ch.
Scientific reports
|July 1, 2024
概括
这项研究为岩洞收缩提供了改进的分析解决方案,通过在莫尔-库伦或特雷斯卡标准下准确地建模应变软化岩质,优于常见的简化方法.
科学领域:
- 地质技术工程 地质技术工程
- 岩石机械学 岩石机械学
- 连续力学 连续力学
背景情况:
- 在岩石中挖掘可能会导致洞穴收缩.
- 应变软化行为和产量标准 (Mohr-Coulomb,Tresca) 对于稳定性分析至关重要.
- 现有的简化模型在预测地面响应时可能缺乏准确性.
研究的目的:
- 开发和验证精确的分析解决方案,用于球形和圆柱形腔收缩在应变软化岩石.
- 为了研究不同单轴压力强度衰变模型的影响.
- 将建议的解决方案与数值分析进行比较.
主要方法:
- 对于地面响应曲线的封闭形式解决方案的分析推导.
- 在塑料区域内假设完全的可塑性.
- 简化方法的评估,忽略了弹性应变.
- 与数值有限差异分析进行比较.
主要成果:
- 在完全可塑性的假设下获得的封闭式溶液.
- 与部分忽视弹性应变的解决方案相比,显示出显著的改进.
- 通过与有限差异数值结果进行比较来验证准确性.
结论:
- 拟议的分析解决方案提供了更准确的表现,在应变软化岩石质量中空洞收缩.
- 假设完全的可塑性为封闭式解决方案提供了强大的简化.
- 这项工作完善了对挖掘周围地面反应的理解和预测.
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