Related Experiment Video
Updated: Jun 29, 2025

07:18
Generating Lap Joints Via Friction Stir Spot Welding on DP780 Steel
Published on: August 13, 2019
6.9K
Performance Tests of HX340 Microalloyed Steel Sheets Joined Using Clinch-Rivet Technology
Łukasz Boda1, Jacek Mucha2, Waldemar Witkowski2
1Doctoral School of the Rzeszow University at Technology, Al. Powstancow Warszawy 12, 35-959 Rzeszow, Poland.
Materials (Basel, Switzerland)
|April 9, 2024
Summary
This study explores forming pressed joints in HX340 steel sheets using deformable steel rivets. Increasing rivet press-in depth significantly enhances interlock size, crucial for joint strength.
Area of Science:
- Materials Science and Engineering
- Manufacturing Processes
- Mechanical Engineering
Background:
- Investigates the formation of pressed joints between two 1.5 mm thick HX340 steel sheets.
- Utilizes a deformable steel rivet (400HV1 hardness) as the joining element.
- Examines the influence of rivet pressing depth and die depth on joint characteristics.
Purpose of the Study:
- To determine the possibility of forming pressed joints between HX340 steel sheets.
- To analyze the effect of varying rivet press-in depths and die depths on interlock geometry and joint strength.
- To quantify the relationship between process parameters and the resulting interlock size and load capacity.
Main Methods:
- Performed forming tests using an 'SKB' die with three different die depths (1.45, 1.60, 1.75 mm).
- Varied rivet pressing distances below the upper sheet surface (0, 0.15, 0.30, 0.45, 0.60 mm).
- Measured geometric dimensions of the interlock and conducted shear tests to analyze joint strength.
Main Results:
- A 20% increase in die depth (1.45 to 1.75 mm) at 0% rivet press-in depth reduced forming force by 12% and maximum load capacity by 3.5%.
- Increased rivet press-in depth (o) directly correlated with a larger interlock size (t).
- Increasing rivet press-in depth from 0 to 0.6 mm resulted in interlock size increases of 136% (h=1.45mm), 128% (h=1.60mm), and 85% (h=1.75mm).
Conclusions:
- Pressed joints can be successfully formed between HX340 steel sheets using deformable steel rivets.
- Rivet press-in depth is a critical parameter significantly influencing interlock size and, consequently, joint strength.
- Die depth affects forming force and load capacity, indicating a complex interplay between process parameters in clinch-riveting.
Related Concept Videos
Mechanical Characteristics of Steel
571
The mechanical characteristics of steel are assessed through various tests that evaluate its strength, toughness, and flexibility. These tests include tension, torsion, impact, bending, and hardness assessments, each providing crucial information about steel's suitability for specific applications.
The tension test is fundamental for determining tensile strength. In this test, a steel specimen is stretched using a gripping device until it breaks. The data collected during this test are used...
The tension test is fundamental for determining tensile strength. In this test, a steel specimen is stretched using a gripping device until it breaks. The data collected during this test are used...
571
Steel Fastening Techniques
147
Steel sections can be joined together through various fastening techniques including riveting, bolting, and welding, each suitable for different structural requirements and conditions.
Rivets are cylindrical steel fasteners with a specially designed head. During application, rivets are heated until white-hot and then inserted through pre-drilled holes in the steel sections. A pneumatic hammer is used to shape the exposed end into a second head, securing the sections together.
Bolting is another...
Rivets are cylindrical steel fasteners with a specially designed head. During application, rivets are heated until white-hot and then inserted through pre-drilled holes in the steel sections. A pneumatic hammer is used to shape the exposed end into a second head, securing the sections together.
Bolting is another...
147
Yield Criteria for Ductile Materials under Plane Stress
161
In designing structural elements and machine parts using ductile materials, it is crucial to ensure that these components withstand applied stresses without yielding. Yielding is initially determined through a tensile test, which evaluates the material's response to uniaxial stress. However, tensile stress is insufficient when components face biaxial or plane stress conditions This condition requires advanced criteria to predict failure.
The Maximum Shearing Stress Criterion, also known as...
The Maximum Shearing Stress Criterion, also known as...
161
Testing Water Quality
107
When the quality of water for concrete preparation is uncertain, its impact on the setting time of cement and compressive strength of mortar is assessed by comparison with de-ionized or distilled water benchmarks. American Society for Testing and Materials (ASTM) C1602 requires the setting times to be within 90 minutes of the control, British Standard (BS) 3146:1980 allows a 30-minute variance in the initial setting, while British Standards European Norm (BS EN) 1008 specifies initial setting...
107
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
Structural Steel Products
205
Structural steel products are created within a structural mill. The process begins with a beam blank that is reheated and then fed through a series of rollers. These rollers progressively shape the metal into its final form. Adjusting the spacings between the rollers allows for the production of different sections with the same nominal dimensions.
Once shaped, the steel's final form emerges as a continuous length, which is then segmented by a hot saw into manageable pieces. These segments...
Once shaped, the steel's final form emerges as a continuous length, which is then segmented by a hot saw into manageable pieces. These segments...
205

