Related Experiment Video
Updated: Oct 3, 2025

09:17
Surrogate Model Development for Digital Experiments in Welding
Published on: March 28, 2025
1.3K
Effects of Fixture Configurations and Weld Strength Mismatch on J-Integral Calculation Procedure for SE(B) Specimens
Primož Štefane1, Stijn Hertelé2, Sameera Naib2
1Faculty of Mechanical Engineering, University of Maribor, 2000 Maribor, Slovenia.
Materials (Basel, Switzerland)
|February 15, 2022
Summary
This study developed a J-integral estimation method for high strength steel welds. Modified factors improve fracture toughness accuracy, reducing overestimation in bend specimens and idealized welds.
Area of Science:
- Materials Science
- Mechanical Engineering
- Fracture Mechanics
Background:
- Accurate fracture toughness evaluation is critical for high strength low alloyed steels.
- Standard J-integral estimation methods may not fully account for weld complexities.
- Bend specimens are commonly used to assess material fracture resistance.
Purpose of the Study:
- To develop an improved J-integral estimation procedure for cracked bend specimens with butt welds.
- To calibrate plastic factors (η, γ) and geometry factors (λ) using finite element analysis.
- To evaluate the impact of modified factors on J-R curve computation and fracture toughness assessment.
Main Methods:
- Tensile and fracture testing of S690 QL steel specimens (base and weld metal).
- Single specimen J-integral estimation using plastic work and normalization data reduction.
- Parametric finite element analysis to determine modified η, γ, and λ factors.
- Comparison of J-R curves computed using modified and standard ASTM E1820 factors.
Main Results:
- Modified η and γ factors were incorporated into the ASTM E1820 J-integral computation.
- Variations in specimen fixtures led to ≈10% overestimation of fracture toughness for base material.
- Standard factors overestimated fracture toughness by >10% for overmatched and ≈5% for undermatched idealized welds.
Conclusions:
- The developed J-integral estimation procedure enhances accuracy for high strength steel welds.
- Modified plastic factors are essential for reliable fracture toughness assessment in welded components.
- Standard J-integral methods can lead to significant overestimation of fracture toughness in certain weld configurations.
Related Concept Videos
Temperature Dependent Deformation
208
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...
208
Statically Indeterminate Problem Solving
521
Statically indeterminate problems are those where statics alone can not determine the internal forces or reactions. Consider a structure comprising two cylindrical rods made of steel and brass. These rods are joined at point B and restrained by rigid supports at points A and C. Now, the reactions at points A and C and the deflection at point B are to be determined. This rod structure is classified as statically indeterminate as the structure has more supports than are necessary for maintaining...
521
Bending of Members Made of Several Materials
308
In analyzing a structural member composed of two different materials with identical cross-sectional areas, it is crucial to understand how their distinct elastic properties affect the member's response under load. The analysis involves assessing stress and strain distributions using the transformed section concept, which accounts for variations in material properties.
Hooke's Law determines stress in each material, stating that stress is proportional to strain but varies due to each...
Hooke's Law determines stress in each material, stating that stress is proportional to strain but varies due to each...
308
Residual Stresses
304
Residual stresses reside in a structure even after removing the original stress inducer. This phenomenon often arises from varied plastic deformations across different parts of a structure. Consider a rod stretched beyond its yield point. It will not regain its original length due to permanent deformation. Even after load removal, the rod does not entirely lose stress because of uneven plastic deformations, resulting in residual stresses. The computation of these stresses in structures is...
304
Method of Joints: Problem Solving II
724
Consider a truss structure with frictionless joints fixed to a wall and roller support. If a force of 150 N is applied to joint A, the forces in each member of the truss can be determined using the method of joints.
724
Deformation of Member under Multiple Loadings
231
When a rod is made of different materials or has various cross-sections, it must be divided into parts that meet the necessary conditions for determining the deformation. These parts are each characterized by their internal force, cross-sectional area, length, and modulus of elasticity. These parameters are then used to compute the deformation of the entire rod.
In the case of a member with a variable cross-section, the strain is not constant but depends on the position. The deformation of an...
In the case of a member with a variable cross-section, the strain is not constant but depends on the position. The deformation of an...
231

