Related Experiment Video
Updated: Nov 3, 2025

05:04
Determining the Mechanical Strength of Ultra-Fine-Grained Metals
Published on: November 22, 2021
2.4K
Influence of Temperature on Void Collapse in Single Crystal Nickel under Hydrostatic Compression
Mahesh R G Prasad1, Anupam Neogi1, Napat Vajragupta1
1Interdisciplinary Centre for Advanced Materials Simulation, Ruhr-Universität Bochum, 44801 Bochum, Germany.
Materials (Basel, Switzerland)
|June 2, 2021
Summary
Void collapse in single crystal nickel primarily occurs through dislocation loop interactions, largely independent of temperature. This process is not significantly affected by heat until very high temperatures (1200-1500 K) are reached.
Area of Science:
- Materials Science
- Condensed Matter Physics
- Computational Materials Science
Background:
- Void collapse is a critical phenomenon in materials under stress.
- Understanding atomistic mechanisms is key to predicting material behavior.
- Temperature effects on void collapse in metals are not fully elucidated.
Purpose of the Study:
- To investigate void collapse mechanisms in single crystal nickel under hydrostatic compression.
- To determine the influence of temperature on these atomistic collapse mechanisms.
Main Methods:
- Atomistic simulations were employed to model void collapse.
- Simulations were conducted across a range of temperatures, including low (1 K), ambient (300 K), and elevated (1200-1500 K) conditions.
Main Results:
- Dislocation loop emission and interaction is the dominant void collapse mechanism, regardless of temperature.
- Void collapse rate shows minimal temperature sensitivity until high temperatures (1200-1500 K).
- At high temperatures, vacancy diffusion aids dislocation motion, preventing strain hardening. At low/ambient temperatures, strain hardening delays collapse.
- A persistent dislocation network remains post-collapse, consistent with experimental observations.
Conclusions:
- The primary void collapse mechanism in nickel is temperature-insensitive dislocation loop activity.
- Temperature significantly influences the strain hardening behavior around collapsing voids.
- Simulated dislocation network formation aligns with experimental findings in nickel-base superalloys.
More Related Videos
Related Concept Videos
Temperature Dependent Deformation
253
In a nonhomogeneous rod made up of steel and brass, restrained at both ends and subjected to a temperature change, several steps are involved in calculating the stress and compressive load. Due to the problem's static indeterminacy, one end support is disconnected, allowing the rod to experience the temperature change freely. Next, an unknown force is applied at the free end, triggering deformations in the rod's steel and brass portions. These deformations are then calculated and added...
253
Precipitation Gravimetry
9.5K
Precipitation gravimetry is based on converting an analyte into a sparingly soluble precipitate, which is separated by filtration and weighed. An ideal precipitate should be pure, insoluble, of known composition, and easily filtered from the reaction mixture.
In determining nickel by gravimetric analysis, a precipitant of ethanolic dimethylglyoxime is added to a hot nickel salt solution. This is quickly followed by the dropwise addition of dilute ammonia solution until precipitation occurs. A...
In determining nickel by gravimetric analysis, a precipitant of ethanolic dimethylglyoxime is added to a hot nickel salt solution. This is quickly followed by the dropwise addition of dilute ammonia solution until precipitation occurs. A...
9.5K
Behavior of Concrete Under Compressive Load
363
Concrete exhibits specific behaviors under different compressive loads. Understanding this is crucial for understanding its structural integrity. When concrete undergoes uniaxial compression, it tends to develop cracks that run parallel to the direction of the force. These parallel cracks stem from localized tensile stresses that occur perpendicular to the compression direction. Additionally, angled cracks may appear due to the formation of shear planes.
As the concrete specimen fractures under...
As the concrete specimen fractures under...
363
Thermal Stress
2.8K
If the temperature of an object is changed while it is prevented from expanding or contracting, the object is subjected to stress. The stress is compressive if the object expands in the absence of constraint and tensile if it contracts. This stress resulting from temperature change is known as thermal stress. It can be quite large and can cause damage. To avoid this stress, engineers may design components so they can expand and contract freely. For instance, on highways, gaps are deliberately...
2.8K
Thermal Strain
2.6K
Thermal strain is a concept that arises when we consider how temperature changes affect structures. Unlike the conventional assumption that structures remain constant under load, real-world scenarios often involve temperature fluctuations that can significantly impact these structures. Consider a homogeneous rod with a uniform cross-section resting freely on a flat horizontal surface. If the rod's temperature increases, the rod elongates. This elongation is proportional to the temperature...
2.6K

