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Related Concept Videos

Thermal expansion and Thermal stress: Problem Solving01:27

Thermal expansion and Thermal stress: Problem Solving

San Francisco's Golden Gate Bridge is exposed to temperatures ranging from -15 °C to 40 °C. At its coldest, the main span of the bridge is 1275 m long. Assuming that the bridge is made entirely of steel, what is the change in its length between these temperatures?
To solve the problem, first, identify the known and unknown quantities. The initial length (L) of the bridge is 1275 m, the coefficient of linear expansion (α) for steel is 12 x 10-6/°C, and the change in temperature (ΔT) is 55 °C.
Residual Stresses01:26

Residual Stresses

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...
Stress-Strain Diagram - Ductile Materials01:24

Stress-Strain Diagram - Ductile Materials

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...
Stress Concentrations01:24

Stress Concentrations

Stress concentration is when stress intensifies near discontinuities such as holes or abrupt cross-sectional changes in a structural member. This localized stress can often surpass the average stress within the member. The stress distribution in flat bars, either with a circular hole or varying widths connected by fillets, can be determined experimentally using a photoelastic method. The results are based on ratios of geometric parameters like the ratio of the hole's radius to the smaller width...
Stress Concentrations01:13

Stress Concentrations

The concept of stress concentration is crucial for understanding how materials respond under bending stresses, particularly when there are irregularities or discontinuities in the material's geometry. Normally, stress in a symmetric member subjected to pure bending is assumed to be uniformly distributed across the entire cross-section. However, this assumption does not hold when there are variations in the cross-sectional geometry or the presence of notches and holes.
The stress concentration...
Yield Criteria for Ductile Materials under Plane Stress01:25

Yield Criteria for Ductile Materials under Plane Stress

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...

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Edge-focused wire arc additive manufacturing: Method development with ANN-based stress-strain and mass-efficiency.

Tran Le Hong Ngoc1, Ha Thi Xuan Chi1, Van-Thuc Nguyen2

  • 1School of Industrial Engineering and Management, International University-Vietnam National University HCMC, Ho Chi Minh City, Vietnam.

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|June 5, 2026
PubMed
Summary
This summary is machine-generated.

Edge-Focused Wire Arc Additive Manufacturing (EF-WAAM) significantly enhances CT38 steel

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Area of Science:

  • Materials Science and Engineering
  • Additive Manufacturing
  • Mechanical Engineering

Background:

  • Conventional Wire Arc Additive Manufacturing (WAAM) often faces challenges with residual stress and limited heat input control.
  • Optimizing WAAM processes is crucial for improving material properties and structural integrity in additively manufactured components.

Purpose of the Study:

  • To evaluate the performance of Edge-Focused Wire Arc Additive Manufacturing (EF-WAAM) for CT38 steel.
  • To assess the impact of EF-WAAM's localized heat input on mechanical properties and residual stress.
  • To develop a transferable workflow and predictive models for EF-WAAM applications.

Main Methods:

  • Utilized EF-WAAM with ER70S-6 filler on CT38 steel, employing an edge-guided toolpath and controlled travel angle.
  • Conducted standardized 3-point bending tests to determine maximum flexural stress and strength-to-density ratios.
  • Developed an artificial neural network (ANN) to map process variables to stress-strain behavior and reconstruct material response curves.

Main Results:

  • EF-WAAM builds achieved a maximum flexural stress up to 3,338.11 MPa, a 171% improvement over the CT38 substrate.
  • Mass efficiency (strength-to-density) reached 420.4 MPa·cm³·g⁻¹, outperforming the substrate by 40.4% and conventional WAAM by 83.3%.
  • ANN models accurately reconstructed stress-strain curves, with layer thickness identified as the dominant process variable.

Conclusions:

  • EF-WAAM offers superior flexural strength and mass-specific performance compared to conventional WAAM and the substrate.
  • The study provides a standardized evaluation pipeline, actionable parameter insights, and a predictive ANN tool for EF-WAAM.
  • The developed methodology and assets facilitate the transfer of EF-WAAM technology to related additive manufacturing variants.