AWS D17.3 - D17.3M:2021 is
"An American National Standard" published by the American Welding Society (AWS) titled "Specification for Friction Stir Welding of Aluminium Alloys for Aerospace
Applications."
It includes the requirements for weldment design, qualification of personnel and procedures, fabrication, and inspection.
This informal insight provides just a general overview for educative purposes and gives some recommendations for further updates of this standard. The actual standard includes several drawings, additional details and specific requirements. For complete and accurate information, please refer to the AWS D17.3 - D17.3M_2021 standard itself, which can be obtained from the American Welding Society (AWS) and other sources at reasonable cost of USD $95 or less.[1][2]
This specification covers the general requirements for the friction stir welding (FSW) of aluminum alloys for aerospace applications. The main content of this specification can be summarized as follows:
Section 6.5 describes the preparation of a Welding Procedure Specification (WPS).
Minimum information to be listed in a WPS, according to AWS D17.3, Section 6.5
Section | Topic |
6.5.1 | Fabricator |
(1) Identification of the Fabricator | |
(2) Number of WPQR | |
6.5.2 | Base Metal |
(1) Product form such as sheet, plate, extrusion, casting, forging | |
(2) Temper/Condition | |
(3) Material specification (e.g. dimension and composition) | |
(4) Surface coating | |
6.5.3 | Base Metal Dimensions |
(1) Nominal thicknesses | |
(2) Outside diameter of pipe or tube | |
6.5.4 | Equipment |
(1) Model No | |
(2) Serial No | |
(3) Equipment manufacturer | |
6.5.5 | FSW Tool |
(1) Tool material, coatings and surface treatment | |
(2) Engineering drawing or tool No | |
(3) Nomilal probe length and tolerances | |
6.5.6 | Tack Welding Procedure |
6.5.7 | Joint Design |
(1) Weld joint type | |
(2) Sketch | |
(3) Gap tolerances | |
(4) Max. linear mismatch | |
(5) Max angular mismatch | |
(6) Start and stop area, exit hole, run-on and run-off tabs | |
6.5.8 | Preweld Cleaning |
6.5.9 | Weld Details |
(1) Tool rotation (clockwise vs. counter-clockwise, tool rotation speed incl. ramp-up and ramp-down rotation speeds | |
(2) Plunge rate | |
(3) Weld run sequence and welding direction | |
(4) Tilt angle | |
(5) Side tilt angle | |
(6) Dwell time | |
(7) Nominal overlap length of lap joints | |
(8) Advaning vs. retreating side of tool near the edge of upper sheet of lap joints | |
(9) Force control, position control or temperature control | |
(10) Nominal primary control parameter (force, depth or temperature) | |
(11) Tool offset and direction | |
(12) Number of passes | |
6.5.10 | Travel speed |
(1) Ramp-up/ramp-down speed | |
(2) Travel speed | |
6.5.11 | Thermal management method |
(1) e.g. auxiliary heating or cooling of the FSW tool and/or workpiece | |
(2) Pre-heat temperature, if applicable | |
(3) Fixture or anvil design and material | |
6.5.12 | Post-weld processing and heat treatment |
e.g. removal of flash, rectification of distortion, stress relieving or post-weld heat treatment | |
6.5.13 | Welding method |
(1) Conventional FSW | |
(2) Retractable probe |
|
(3) Self reacting FSW (Bobbin tool) | |
(4) SSFSW (stationary shoulder FSW) |
The "Essential Variable Ranges" of friction stir welding according to AWS D17.3, Table 6.5
Variable | Conventional FSW | Retractable Probe | Stationary Shoulder | Self-reacting |
Nominal Thickness |
± 5% | ± 5% | ± 5% | ± 5% |
Plunge Depth | ± 5% | ± 5% | ± 5% | ± 5% |
Primary Control Parameter | ± 5% | ± 5% | ± 5% | ± 5% |
Plunge Rate | ± 5% | ± 5% | ± 5% | ± 5% |
Travel Speed | ± 5% | ± 5% | ± 5% | ± 5% |
Tilt Angle | ± 0.5° | ± 0.5° | ± 0.5° | ± 0.5° |
Side Tilt Angle | ± 0.5° | ± 0.5° | ± 0.5° | ± 0.5° |
Dwell Time | ± 5% | ± 5% | ± 5% | ± 5% |
Classification: All welds produced in accordance with Section 4 of AWS D17.3/D17.3M:2001 have to be classified within three Classes based on the function and the use of the friction stir welded joint:
The choice of the Class shall consider the material and process aspects that affect the flightworthiness, and take into account the design requirements, subsequent processing (e.g. coating or painting), type of stresses (e.g. static or dynamic loads), service conditions (e.g. temperature and corrosion during service) and the consequences of failure.
According to Section 9.4 and Table 9.1 of the standard the following Acceptance Criteria have to be defined for these classes:
The "Acceptace Criteria" of friction stir welding according to AWS D17.3, Table 6.5
Discontinuity |
Class A — Critical Application |
Class B — Semicritical Application |
Class C — Noncritical Application |
Cracks | None | None | None |
Incomplete joint penetration in full penetration welds | None | None | None |
Subsurface inlusions and/or cavities | |||
(a) Individual size (maximum) |
0.33 T or 1.5 mm (0.06 in) whichever is less |
0.5 T or 2.3 mm (0.09 in) whichever is less | Not applicable |
(b) Spacing (minimum) | Four times the size of the larger adjacent discontinuity | Two times the size of the larger adjacent discontinuity | Not applicable |
(c) Accumulated length in any 76 mm (3 in) of weld (maximum) | 1.33 T or 6.1 mm (0.24 in) whichever is less | 1.33 T or 6.1 mm (0.24 in) whichever is less | 1.33 T or 6.1 mm (0.24 in) whichever is less |
Cavity open to the surface | None | None | None |
Linear mismatch across joint (maximum) | 0.05 T | 0.075 T | Not applicable |
Angular distortion (degrees, maximum) | 3° | 3° | Not applicable |
Underfill (maximum) if the face will not be post-weld machined | |||
(a) For the full length of the weld (max. depth) | 0.05 T | 0.075 T | 0.1 T |
(b) Individual defect (max. depth) |
0.07 T or 0.76 mm (0.03 in) whichever is less |
0.1 T or 0.76 mm (0.03 in) whichever is less |
0.125 T or 0.76 mm (0.03 in) whichever is less |
(c) Accumulaed length in any 76 mm (3 in) of weld (maximum) | 5.1 mm (0.2 in) | 15 mm (0.6 in) | 25 mm (1 in) |
An example of a form of a Welding Procedure Specification (WPS) is show in the Annex B of the standard just for information.
Example of a Welding Procedure Specification (WPS) for Friction Stir Welding
Qualified supporting WPQR(s): | WPS No: |
Governing code: AWS D17.3 | Date: |
FSW method: | Engineer: |
Background | Sketch of Joint Design |
Part: | |
Weld Class: | |
Aluminium Alloys | |
Alloy1 Temper/specification Thickness range |
|
Alloy1 Temper/specification Thickness range |
|
Grain direction: | |
Pre-weld cleaning: |
|
Root-face or surface coating | |
Set-up | Friction Stir Welding Variables |
FSW machine model: | Axial force, kN (lbs) |
Serial No: | Spindle speed (rpm) |
FSW tool No. | Direction of tool rotation: |
FSW joint type | Tilt angle (°): |
Joint gap, mm (in): | Plunge speed, mm/min (in/min) |
Tool offset, mm (in): | Dwell time (s): |
FSW fixture drawing No: | Clamp pressure, kPa (psi): |
Anvil material: | Travel speed, mm/min (in/min): |
Welding Engineer:
|
_____________________ Signature and date |
Manager:
|
_____________________
Signature and date |
It is NASA's policy to use "voluntary consensus standards", whereever possible. The subsequently superseded version of AWS D17.3/D17.3M (2016) has been reviewed and approved for use by NASA.[3][4] The NASA standard NASA-STD-6016C, which has been approved for public release and unlimited distribution on 30 June 2021, requests that aluminum alloys for spaceflight hardware that provides mission-critical functions shall meet the requirements.
The standard is well-worded and easy to understand. However, the following aspects should be considered for further updates:
According to the standard, "the FSW machine operator shall have vision acuity 20/30 or better in either eye and shall be able to read the Jaeger No. 2 Eye Chart" at a distance of 4 m (16 in) using corrected or uncorrected vision. The use of a non-standardised Jaeger card in a standard is not reliable, because the variability of the actual size of test letters on different Jaeger cards currently in use is very high.[5] Exceptions to this Vision Test should be permitted, e.g. if the FSW machine is equipped with cameras and/or other sensors. Employers must be eanabled to consider individually, whether any reasonable accommodations could be made to assist a visually impaired employee with their job. Examples of reasonable accommodations include magnifiers on computer screens.
Please explain the terminology "groove welds only" in Table 9.1 or delete this. Section 5.1.1. mentions only square-groove welds.
The "third body" that is mentioned in the foreword, is not identical to the welding tool, but to the plasticised material that surrounds the rotating tool.
The standard requests that the tilt angle should be maintained by ± 0.5°. This might be reasonble when using a tilt angle of 2° ± 0.5° , but if you use zero tilt tools, the tilt angle should normally not vary from - 0.5° to + 0.5°, if you use a rigid machine or if you apply deflection mapping.