Two-Step Aluminum Weld Cladding for SCC-Resistant Joints
Find Innovative SolutionsGenerate Solutions
Solution Overview
Problem
High-strength aluminum alloys, particularly 7xxx series, are susceptible to environmental degradation due to stress corrosion cracking (SCC) in welded joints, limiting their widespread implementation in lightweight structures, as existing mitigation methods like friction stir processing are costly, inflexible, and less productive.
Innovation Solution
A method involving a two-step welding process where a first weld is applied using a filler metal, followed by a secondary weld using a fusion process on the toe of the first weld, altering the secondary phase to reduce or eliminate anodic precipitation, thereby enhancing corrosion resistance.
Engineering Contradictions & Design Principles
Engineering Contradiction Analysis
1Reliability
If friction stir processing is used to mitigate SCC in 7xxx series alloy welds, then corrosion resistance is improved, but device complexity and manufacturing cost increase
Solution Approach 1:
The welding process is divided into two distinct stages: first weld deposition to join the base metals, followed by secondary weld deposition to clad the first weld. This segmentation allows each weld to serve a specific function - the first weld provides structural joining while the second weld provides corrosion protection, resolving the contradiction between reliability and device complexity by eliminating the need for separate FSP equipment
Solution Approach 2:
The solution creates a composite welded joint structure consisting of base metal, first weld metal, and second weld metal layers. This composite structure combines the strengths of different filler metals - the first weld uses filler metal selected for compatibility with base metal properties, while the second weld uses filler metal selected for superior corrosion resistance, thereby improving reliability without increasing device complexity
2Reliability
If friction stir processing is used to mitigate SCC, then corrosion resistance is improved, but productivity decreases
Solution Approach 1:
The secondary weld is deposited continuously over the first weld without interruption or removal of material. This continuous deposition process maintains high productivity by eliminating the time-consuming steps of FSP such as material removal, repositioning, and complex fixture changes, while still achieving the desired corrosion resistance improvement
Solution Approach 2:
The first weld is deposited first to establish the structural joint, and then the second weld is deposited over it to provide corrosion protection. This preliminary action sequence allows both welds to be applied in a single operational pass without requiring subsequent processing steps, maintaining productivity while improving reliability
3Reliability
If friction stir processing is used to mitigate SCC, then corrosion resistance is improved, but ease of manufacture decreases
Solution Approach 1:
The same welding equipment and procedures used for depositing the first weld can be used to deposit the second weld. This multi-functionality eliminates the need for specialized FSP machines and custom fixtures for different weld configurations, significantly improving ease of manufacture and manufacturing flexibility while maintaining the corrosion resistance benefits
Applied Scientific Principles
This section explains which scientific principles are used to turn an abstract innovation direction into a practical engineering solution.
Function Achieved in This Case
The method significantly improves the corrosion resistance of welded joints, making high-strength aluminum alloys more feasible for lightweight structural applications by reducing SCC, while being cost-effective and adaptable to complex shapes.
Implementation Method 1
The second weld can be applied using a fusion welding process (e.g., an arc welding process or a high energy beam welding process)
Implementation Method 2
The welding methods and welded joints metallurgically clad a material (e.g., a primary weld) that needs local resistance to environmental degradation
Data Source
AI summary
Welding methods and welded joints for improving corrosion resistance of the joint between a plurality of high-strength aluminum alloy structural members are described herein. An example method can include applying a first weld at a junction between the plurality of high-strength aluminum alloy structural members using a first filler metal, and applying a second weld on at least a portion of a toe of the first weld using a second filler metal. The second weld can be applied using a fusion welding process (e.g., an arc welding process or a high energy beam welding process). Additionally, the secondary weld can alter a secondary phase of the first weld.


