在凝聚性颗粒材料中对紧缩的声学监测
Vincent Canel1,2, Xiaoping Jia1, Michel Campillo2
1Institut Langevin, ESPCI Paris, Université PSL, CNRS, Paris 75005, France.
Physical review. E
|March 16, 2024
概括
本研究研究了凝固颗粒材料如何从凝聚性转变为非凝聚性状态. 脆性水泥键导致粘滑行为和声学排放,而性键导致更平滑的反应,揭示了对材料故障机制的见解.
科学领域:
- 地质物理学 地质物理学
- 材料科学 材料科学 材料科学
- 岩石机械 岩石机械
背景情况:
- 凝固颗粒材料或合成岩石在压力下表现出复杂的机械行为.
- 了解从凝聚性到非凝聚性状态的过渡对于预测材料失效至关重要.
- 声辐射 (AE) 和超声速是微观结构变化和损伤演变的敏感指标.
研究的目的:
- 为了研究由凝聚性到非凝聚性状态的过渡,在水泥化颗粒状材料在 oedometric 负荷下.
- 为了将宏观机械反应与微观键行为相关联.
- 分析水泥柔性/脆性对材料故障模式的作用.
主要方法:
- 在 oedometric 负载期间同时测量超声波 P 波速度和声辐射 (AE).
- 循环卸载-重新加载测试,以探测材料的记忆效应.
- 对谷物接触和结合行为的微观分析.
主要成果:
- 脆性样品中的不弹性紧缩与紧缩带的形成和P波速度的下降有关.
- 滑应力下降和奥莫里式的AE前震动定律是水泥脆性的特征.
- 柔性水泥样本表现出平滑的无地震反应.
- 在脆弱的样本中观察到类似凯泽的记忆效应,随着键断裂而减弱.
结论:
- 凝固颗粒介质的宏观延展性和脆性行为受局部键级过程的支配.
- 超声波在消失压力下的P波速度表明颗粒接触解接.
- AE和P波速度变化为损坏机制和故障前体提供了洞察力.
更多相关视频
11:03An Analog Macroscopic Technique for Studying Molecular Hydrodynamic Processes in Dense Gases and Liquids
Published on: December 4, 2017
8.5K
09:00Visualization of Failure and the Associated Grain-Scale Mechanical Behavior of Granular Soils under Shear using Synchrotron X-Ray Micro-Tomography
Published on: September 29, 2019
13.4K
相关概念视频
Unsoundness of Aggregate due to Volume Change
107
Unsoundness in aggregates due to volume changes is primarily caused by the physical alterations aggregates undergo, such as freezing and thawing, thermal changes, and wetting and drying. Unsound aggregates, when subjected to these changes, result in volume change upon disintegration. This, in turn, contributes to the deterioration of concrete, including scaling, pop-outs, and cracking. Particular types of aggregates, such as porous flints, cherts, and those containing clay minerals, are...
107
Compacting Factor test
145
The compacting factor test is a method used to assess the workability of concrete. It is especially suitable for concrete mixes containing aggregates up to one and a half inches in size. This test involves specialized equipment consisting of two truncated cone-shaped hoppers and a cylinder, all with polished interior surfaces to minimize friction.
The procedure begins by placing concrete into the upper hopper without any compaction. Once filled, the bottom door of this hopper is opened,...
The procedure begins by placing concrete into the upper hopper without any compaction. Once filled, the bottom door of this hopper is opened,...
145
Slump Test
215
The slump test is a widely used method to measure the workability of concrete. It employs a 12-inch high truncated cone mold that tapers from eight inches at the base to four inches at the top. Before testing, the mold is securely attached to a flat base and dampened.
Concrete is poured into the mold in three layers to conduct the test. Each layer is compacted 25 times with a steel tamping rod, which has a five-eighths-inch diameter and a rounded end, to ensure even distribution and eliminate...
Concrete is poured into the mold in three layers to conduct the test. Each layer is compacted 25 times with a steel tamping rod, which has a five-eighths-inch diameter and a rounded end, to ensure even distribution and eliminate...
215
Microcracking in Concrete
117
Microcracking in concrete refers to the tiny cracks that can form within the material even before any external load is applied. These microcracks typically occur at the interface between the coarse aggregate and the hydrated cement paste, often as a result of differential volume changes prompted by variations in stress-strain behavior, as well as thermal and moisture movement. Initially, these microcracks remain stable and do not grow substantially until the concrete is stressed to about 30...
117
Toughness and Hardness of Aggregate
254
Toughness and hardness are critical properties of aggregate materials used in concrete, particularly on pavement surfaces and industrial flooring subjected to heavy loads. Toughness is defined as the aggregate's resistance to failure by impact and is measured by the aggregate impact value (AIV). For this, the aggregate impact value test is performed, wherein the impact is delivered by a standard hammer, which falls freely under its own weight onto the aggregates. The aggregates fragment in...
254
Effects of Air-entrainment in Concrete
84
Air entrainment in concrete significantly enhances the material's durability, especially in environments subjected to freeze-thaw cycles. Introducing small air bubbles into the concrete mix acts as internal voids that accommodate the expansion of water when it freezes, thereby alleviating internal stress and preventing structural cracks. This function is crucial in climates with significant freezing and thawing, as it protects the concrete from repeated stresses that could lead to premature...
84
