Related Experiment Video
Updated: Jul 27, 2025

07:40
A Novel Biaxial Testing Apparatus for the Determination of Forming Limit under Hot Stamping Conditions
Published on: April 4, 2017
7.7K
Hot Deformation Behavior and Processing Maps of Pure Copper during Isothermal Compression
Tiantian Chen1, Ming Wen2, Hao Cui2
1Kunming Institute of Precious Metals, Kunming 650106, China.
Materials (Basel, Switzerland)
|June 10, 2023
Summary
This study investigated pure copper
Area of Science:
- Materials Science
- Metallurgy
- Mechanical Engineering
Background:
- Understanding the hot deformation behavior of pure copper is crucial for optimizing manufacturing processes.
- Previous research has explored copper's mechanical properties, but a comprehensive constitutive model for hot deformation is still needed.
Purpose of the Study:
- To investigate the hot deformation behavior of pure copper.
- To establish a constitutive equation and processing maps for pure copper.
- To determine optimal hot working parameters for pure copper.
Main Methods:
- Isothermal compression tests were performed on a Gleeble-3500 simulator at temperatures from 350–750 °C and strain rates from 0.01–5 s-1.
- Metallographic observation and microhardness measurements were conducted on hot-compressed specimens.
- True stress-strain curves were analyzed to develop a strain-compensated Arrhenius constitutive model and dynamic material model-based processing maps.
Main Results:
- Flow stress exhibits positive strain rate sensitivity and negative temperature correlation.
- The Arrhenius model accurately predicts flow stress.
- Optimal hot working parameters were identified as 700–750 °C and 0.1–1 s-1 strain rate.
Conclusions:
- The established constitutive model effectively describes pure copper's hot deformation.
- Processing maps provide insights into microstructural evolution.
- The identified optimal parameters can enhance hot working efficiency and product quality for pure copper.
Related Concept Videos
Temperature Dependent Deformation
174
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...
174
Stress-Strain Diagram - Ductile Materials
873
The stress-strain relationship in ductile materials such as structural steel or aluminium is intricate and progresses through several stages. When a specimen is loaded, it initially exhibits a linear length increase, depicted by a steep straight line on the stress-strain diagram. It indicates the material is elastically deforming and will return to its original shape once unloaded. However, when a critical stress value is reached, plastic deformation begins. This stage sees substantial...
873
Plastic Behavior
230
A material's elastic behavior is characterized by the disappearance of stress once the load is removed, allowing the material to return to its original state. However, when stress surpasses the yield point, yielding commences, marking the onset of plastic deformation or permanent set. This change from elastic to plastic behavior is influenced by the peak stress value and the duration before the load is removed. An intriguing observation occurs when a specimen is loaded, unloaded, and...
230
Stress-Strain Diagram
720
A stress-strain diagram is a crucial tool that graphically displays a material's mechanical characteristics. This diagram is derived from a tensile test performed on a carefully prepared cylindrical specimen. The specimen has two gauge marks inscribed on its central part, and the distance between these marks is known as the gauge length. The cylindrical specimen is placed in a testing machine, which applies an increasing centric load. As this load grows, so does the gauge length. This...
720
Hooke's Law
486
Hooke's law, a pivotal principle in material science, establishes that the strain a material undergoes is directly proportional to the applied stress, defined by a factor called the modulus of elasticity or Young's modulus.
486
Behavior of Concrete Under Compressive Load
223
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...
223

