




AWS D1.9/D1.9M:2015 covers structural titanium design, WPS and welder qualification, fabrication, inspection and nondestructive testing.
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AWS D1.9/D1.9M:2015, Structural Welding Code—Titanium, establishes requirements for the design, qualification, fabrication and inspection of welded titanium structures. The code was developed specifically for structural titanium construction and adapts the general framework familiar to users of the AWS D1 structural welding family to the metallurgical, fabrication and quality-control requirements associated with titanium.
The 2015 publication is the second edition of AWS D1.9/D1.9M and supersedes AWS D1.9/D1.9M:2007. It provides requirements for welded connections, Welding Procedure Specification qualification, welding personnel qualification, titanium fabrication practices, inspection, nondestructive testing and acceptance of production welds.
The code applies to the designing, fabricating and inspecting of titanium structures when AWS D1.9/D1.9M is invoked by the contract documents.
Clauses 1 through 5 provide the principal requirements governing structural titanium welding. Normative Annex A adds requirements for ballistic testing and welding of titanium armor structures.
AWS D1.9/D1.9M is not intended for pressure vessels or pressure piping, structures using base metals other than titanium, or aerospace structures. Those applications require other applicable codes, specifications or engineering requirements.
The code provides a dedicated structural welding framework for titanium rather than attempting to apply steel welding rules directly to titanium. Titanium fabrication presents different requirements involving base-metal selection, filler metals, shielding, cleanliness, heat input, contamination control and inspection.
The document is therefore particularly useful where titanium is selected for structural service because of corrosion resistance, strength-to-weight considerations or specialized service conditions.
Clause 1 establishes the overall requirements for application of the code. It covers scope, limitations, terminology, responsibilities, approvals, welding symbols, safety, units of measurement and reference documents.
The clause also defines responsibilities of the Owner, Engineer and Contractor so authority for design decisions, approvals, fabrication and inspection can be clearly established through the contract documents.
Clause 2 establishes requirements for designing welded titanium connections. The design provisions include general requirements, drawings and design data, allowable stresses, effective weld lengths and areas, structural details and provisions for cyclically loaded structures.
The code provides allowable-stress requirements for structural titanium welded connections. Design values must be applied within the limitations and structural conditions established by the code and applicable contract documents.
Requirements are provided for groove weld effective dimensions and their use in structural connection design. Groove welds can be used in complete or partial joint penetration configurations as permitted by the applicable design and qualification requirements.
The design clause addresses fillet welds, including effective weld dimensions and structural details affecting their application.
Plug and slot weld provisions provide requirements for these connection types where they are used in structural titanium fabrication.
Specific structural-detail provisions address filler plates, backing and temporary welds, lap joints, transitions in butt joints, connections and splices in compression members, combinations of weld types and skewed T-joints.
Clause 2 includes dedicated provisions for cyclically loaded titanium structures. These requirements address applicability and allowable stresses where repeated loading makes fatigue behavior a significant design consideration.
The code includes fatigue stress provisions and related design information for welded titanium connections exposed to cyclic service.
Clause 3 establishes qualification requirements for Welding Procedure Specifications and welding personnel. This section covers test types, examination methods, acceptance criteria, essential variables, qualified positions, test weldments and retests.
A significant difference between AWS D1.9/D1.9M and AWS D1.1/D1.1M is that D1.9 does not provide prequalified Welding Procedure Specifications. AWS explains that all WPSs used for fabrication governed by D1.9 must be qualified by testing.
This requirement provides documented evidence that the fabricator can successfully weld the titanium alloy and joint configuration within the variables established by the qualification test.
WPS qualification requirements address the applicable test welds, positions, essential variables, test specimens, examinations and qualification ranges.
The code specifies limitations associated with base materials, thicknesses, welding positions and other variables that determine the range over which a qualified WPS can be used.
Performance qualification requirements apply to welders, welding operators and tack welders performing code work. The qualification provisions establish the test configurations, positions, essential variables and test methods used to demonstrate personnel capability.
The standard includes qualification limitations for plate, pipe and other applicable test configurations and establishes the range of production welding supported by the completed qualification.
The code provides multiple methods for evaluating WPS and personnel qualification test welds. These include visual examination, radiographic examination, macro examination, micro examination, tension testing, guided bend testing and chemical analysis where required.
Visual examination is used as part of the qualification process to determine whether test welds satisfy applicable surface and workmanship requirements before additional destructive or nondestructive testing is performed.
Radiographic examination can be used within the qualification framework to evaluate internal weld soundness in accordance with the code's applicable procedures and acceptance requirements.
Macrographic and micrographic examination methods are included for evaluation of weld structure, fusion and other metallurgical characteristics where specified.
Groove-weld tension tests are used to evaluate mechanical performance of qualification weldments. The code contains specimen configurations and requirements for plate and pipe applications.
Face, root, side and longitudinal bend specimen configurations are included for qualification testing. Bend tests provide a destructive means of examining weld and heat-affected-zone behavior after substantial deformation.
Clause 4 establishes requirements for preparation, assembly and workmanship of welded titanium structures. The fabrication provisions address welding processes, base metals, filler metals, tungsten electrodes, shielding gases, equipment, backing, temperature controls, welding environment, joint preparation, assembly, weld profile, repairs and other production considerations.
The code establishes requirements governing welding processes used for structural titanium fabrication. The selected process must be supported by a qualified WPS and appropriate equipment, shielding and consumable controls.
Clause 4 identifies requirements for titanium base metals used in code construction. The standard includes information on strengths of welded titanium alloys and products available for structural applications.
Correct base-metal identification is essential because alloy composition and product form influence filler-metal selection, WPS qualification and welding behavior.
Filler-metal requirements are included for structural titanium welding. The code provides recommended titanium-alloy filler metals for welding applicable titanium alloys.
Selection must be consistent with the base material, WPS qualification and engineering requirements for the completed structure.
The fabrication requirements separately address tungsten electrodes used in applicable arc welding processes. Electrode selection and condition are important to stable arc performance and contamination control during titanium welding.
Shielding gas requirements are especially significant for titanium because hot titanium is highly reactive with atmospheric gases. Proper shielding helps protect the weld pool and heated titanium from contamination that can degrade weld quality and mechanical properties.
The code addresses environmental conditions affecting structural titanium welding. Welding must be performed under conditions that allow the required shielding, cleanliness and workmanship to be maintained.
Clause 4 covers preparation of base metal and assembly of welded joints. Preparation practices must support fit-up, cleanliness, joint geometry and welding conditions consistent with the qualified WPS and design requirements.
Tack and temporary welds are controlled because they become part of, or can affect, the final structural member. Their use must comply with the fabrication and workmanship requirements applicable to the titanium structure.
The code includes provisions addressing preheat and interpass temperatures as part of fabrication control. Temperature management must be consistent with the qualified procedure and the metallurgical requirements of the titanium alloy being welded.
Clause 4 includes requirements for controlling distortion and shrinkage during fabrication. Welding sequence, restraint, heat input and assembly practices can influence dimensional accuracy of the finished titanium structure.
Postweld cleaning is specifically addressed because surface condition and discoloration can provide useful information concerning the effectiveness of shielding during titanium welding.
The code includes weld-profile requirements and color acceptance criteria that support evaluation of completed titanium welds.
Repair provisions establish requirements for correcting unacceptable welds or fabrication conditions. Repairs must be carried out under appropriate engineering, procedure and inspection controls rather than through undocumented production rework.
Clause 5 addresses inspection requirements for structural titanium fabrication. It covers inspection responsibilities, materials, Welding Procedure Specifications, welding equipment, personnel qualifications, production work, records and nondestructive testing.
Inspectors must verify that applicable Welding Procedure Specifications and the qualifications of welders, welding operators and tack welders satisfy the code and contract requirements before or during production work.
Visual examination is a principal production inspection method under D1.9/D1.9M. The code establishes visual acceptance criteria for completed welds and requires evaluation of workmanship and weld profile.
Liquid penetrant testing is specifically included for detecting surface-breaking discontinuities in titanium welds and associated areas. The code provides procedural and acceptance requirements for its application.
Clause 5 establishes detailed radiographic inspection requirements, including radiographic procedures, coverage, acceptance, examination of radiographs and reporting.
The code provides radiographic acceptance criteria for complete and partial joint penetration welds and includes image-quality indicator requirements and placement guidance.
Ultrasonic testing provisions address operator requirements and testing procedures where UT is used for examination of structural titanium welds.
The inspection clause allows other examination methods where appropriately specified and includes provisions concerning radiation imaging systems.
Production weld acceptance requirements address visual examination, penetrant testing, radiographic testing and ultrasonic testing. These criteria provide the basis for determining whether examined welds conform to the structural welding code.
Normative Annex A provides specialized requirements for welding titanium armor structures. The annex includes ballistic test requirements, armor welder qualification and documentation associated with welded armor evaluation.
The annex contains test plate requirements, radiographic sampling provisions and forms for recording welded armor, armor plate and radiographic information.
Normative Annex B identifies reference documents used in applying the code. These references supplement specific requirements for materials, welding, inspection, testing and related technical activities.
Informative Annex D provides sample forms for documenting welding procedure qualification and personnel qualification activities.
The forms include examples for Welding Procedure Specifications and Procedure Qualification Records, welder and welding operator qualification, radiographic examination and penetrant examination.
Informative Annex E provides guidance on preparing titanium metallographic specimens. Proper sample preparation is necessary when macro or micro examination is used to assess weld or material characteristics.
Informative Annex F provides guidance for preparing technical inquiries for consideration by the AWS Structural Welding Committee.
The publication contains a substantial commentary explaining the background and intent of code provisions. Commentary assists engineers, fabricators and inspectors in understanding how various structural titanium requirements were developed and how they relate to practical fabrication.
AWS states that the second edition contains editorial revisions for clarity and substantive changes throughout the code based on user feedback.
The 2015 edition also incorporates the revised Table 5.1 that had originally been issued as an addendum to the 2007 edition in 2011.
Titanium cannot simply be treated as another version of structural steel. Its welding metallurgy, sensitivity to atmospheric contamination, shielding requirements and fabrication practices demand specialized controls.
AWS D1.9/D1.9M provides a dedicated structural framework combining engineering design, mandatory WPS qualification, personnel qualification, fabrication controls and inspection requirements specifically for titanium construction.
AWS D1.9/D1.9M:2015 remains the current edition of Structural Welding Code—Titanium. AWS continues to list the 2015 document in its current Structural Welding and Titanium publication catalogs, and ANSI identifies it as the most recent edition with no amendments or corrections currently listed. It supersedes AWS D1.9/D1.9M:2007.