Magnetic Particle Testing of Welds — D1.1:2025 Requirements
Magnetic particle testing of welds is governed by AWS D1.1:2025 Clause 8.10 with 합격 기준 per 표 8.1, mandatory ASTM E3024/E3024M procedure per Clause 8.14.4, and NDT Level II personnel certification per Clause 8.14.6 — like UT, MT applies only when contract documents specify it.
용접부에서 MT가 감지하는 것
Magnetic particle testing reveals surface and slightly subsurface discontinuities in ferromagnetic materials — carbon steel, low-alloy steel, ferritic stainless — that are too small, too tight, or too oriented to find by 육안 검사 alone. The method magnetizes the test area and applies fine ferromagnetic particles to the surface; at any 불연속 that interrupts the magnetic flux path, the leaked flux holds the particles in a visible indication.
Practical detection depth depends on the magnetizing technique, current type, and material permeability, but typical surface-and-near-surface coverage is on the order of a few millimeters from the surface. Tight, surface-breaking 균열 — including hot cracks, hydrogen cracks at the toe of fillet welds, lamellar tears in T-joints — are the classic MT targets in 용접 검사.
MT does not work on austenitic stainless steel, aluminum, copper, brass, or other non-ferromagnetic materials. For those, use liquid 침투 testing (PT) per Clause 8.14.5.
D1.1 조항 8에서 MT의 위치
AWS D1.1:2025 places 자분 testing inside Part C of Clause 8 (Acceptance Criteria) under Clause 8.10 jointly with penetrant testing (PT). The procedure for MT specifically lives in Part D (Procedures) under Clause 8.14.4. Personnel qualification for any NDT method, including MT, lives in Clause 8.14.6.
Per Clause 8.10 verbatim: "Welds that are subject to MT or PT shall be evaluated on the basis of the acceptance criteria in 8.10.1. The testing shall be performed in conformance with 8.14.4 or 8.14.5, whichever is applicable." So Clause 8.10 establishes the acceptance side; Clause 8.14.4 establishes the procedural side; together they define the complete MT-on-welds requirement under D1.1.
MT가 요구되는 경우
Per the framing of Clause 8.6.4 (Specified NDT Other than 육안), NDT — including magnetic particle testing — is specified by the contract documents furnished to bidders. There is no general blanket D1.1 requirement that all welds be MT-tested. The Engineer determines on each project whether MT is required, on which welds, at what stage, and to what acceptance level.
Common project specifications that call for MT on welds include: tack welds before they are covered by final passes, root passes in critical CJP groove welds, 보수 excavations that are about to be re-welded, fillet welds in dynamically 로드됨 connections where surface-breaking toe cracks would propagate under cyclic load, and any weld in a lifting lug or attachment to a fracture-critical member.
Per Clause 8.6.5, if NDT other than visual is not in the original contract but is later requested by the Owner, the Owner is responsible for the associated costs unless the testing reveals an attempt to defraud or gross nonconformance to the 코드 — in which case the repair work is at the contractor's expense.
MT 절차: ASTM E3024 (필수) 및 ASTM E709 (정보용)
Per Clause 8.14.4 verbatim: "When MT is used, the procedure and technique shall be in conformance with ASTM E3024/E3024M, and the 표준 of acceptance shall be in conformance with Clause 8, Part C, of this code." So D1.1:2025 mandates ASTM E3024/E3024M for the procedure.
The older ASTM E709 ("Standard 가이드 for Magnetic Particle Testing") is referenced only in Commentary C-8.14.4 as informational guidance: "ASTM E709 is a standard guide and may be used for information in conjunction with E3024/E3024M." This is a common practitioner confusion — E709 is widely cited in older project specifications and shop documents, but the current D1.1:2025 mandatory reference is E3024/E3024M, not E709.
“If your project spec still cites ASTM E709 as the mandatory MT procedure for D1.1 work, that spec was written against an older edition of the code. D1.1:2025 Clause 8.14.4 mandates E3024/E3024M; E709 is informational only per Commentary C-8.14.4.”
D1.1:2025 Clause 8.14.4 + Commentary C-8.14.4
일반적인 MT 기법
Within the E3024 procedure, several techniques are typical for 용접 검사:
- Yoke method (AC or DC) — most common for field weld inspection. A handheld electromagnetic yoke applies a magnetic field across two contact points. Portable, fast, no risk of arc strikes on the part. The dominant technique for in-place MT on structural welds.
- Prod method — current is passed through the part via two 전극 prods. High sensitivity but historically associated with arc-strike risk at the prod contact points; many specifications restrict or prohibit prods on critical members.
- Wet continuous — particles suspended in a fluid carrier are applied while the magnetizing current is on. Highest sensitivity, used for shop-controlled inspection of critical components; less practical for field use.
- Dry continuous — dry particles dusted on the surface during magnetization. Common with yoke testing for field work where wet bath handling is impractical.
검사원 자격
Per Clause 8.14.6.1, NDT personnel performing testing other than visual shall be certified as NDT Level II in the test method and technique, or as NDT Level I working under the supervision of an NDT Level II. The Level II inspector interprets indications, evaluates them against acceptance criteria, and signs off on the inspection record.
Per Clause 8.14.6.2, employer-based certification follows either ASNT SNT-TC-1A Recommended Practice or ANSI/ASNT CP-189. Certification of Level I and II individuals shall be performed by a Level III. Per Clause 8.14.6.3, third-party certification options include the ASNT Central Certification Program (ACCP), ASNT CP-9712, CAN/CGSB-48.9712, and ISO 9712. Per Clause 8.14.6.5, NDT personnel performing inspections under 8.14.6 are exempted from the AWS QC1 (CWI) 요구사항 — an MT inspector does not need a CWI to perform MT on a D1.1 job, though many do hold both credentials.
CWI 대 ASNT 자격의 비교는 CWI 대 ASNT Level 2 참조를 확인하십시오.
MT 대 PT 대 UT — 결정 매트릭스
| Factor | MT (Clause 8.10 / 8.14.4) | PT (Clause 8.10 / 8.14.5) | UT (Clause 8.15) |
|---|---|---|---|
| Detection | Surface + slightly subsurface | Surface only (open to surface) | Volumetric (full 두께) |
| Material | Ferromagnetic only | Any non-porous material | Any solid material |
| Speed | Fast (yoke 30-60 s/joint) | Slower (5-30 min cycle: clean/penetrant/dwell/developer) | Moderate (depends on weld length) |
| Equipment | Yoke or prod, particles | Penetrant + cleaner + developer | UT instrument + transducer + couplant |
| Procedure ref | ASTM E3024/E3024M per 8.14.4 | ASTM E165/E165M per 8.14.5 | Per Clause 8.15 + Annex H for PAUT |
| Acceptance ref | Table 8.1 per 8.10.1 | Table 8.1 per 8.10.1 | Tables 8.2, 8.3 per Clause 8.15 |
| Inspector | NDT MT Level II | NDT PT Level II | NDT UT Level II (+ 320 hr for PAUT) |
| Best fit | Cracks at fillet toes, repair-excavation verification, ferritic structural welds | Surface cracks on stainless or aluminum, leak-tight surface verification | Internal flaws in CJP groove welds, thick sections |
MT 합격 기준 (조항 8.10.1)
Per Clause 8.10.1: "All MT and PT indications shall meet the acceptance requirements of Table 8.1." So the MT inspector applies the same Table 8.1 criteria used for visual inspection — with two key classification rules added by Clause 8.10.1:
- Linear discontinuity: defined as one whose length exceeds three times its width. Per 8.10.1(1), linear discontinuities shall be considered equal to the 크기 and shape of the indication itself.
- Rounded discontinuity: defined as one whose length is three times its width or less. May be round or irregular and may have tails. Per 8.10.1(2), prior to interpretation, the medium (particles for MT, developer for PT) shall be removed for accurate measurement.
Per Clause 8.10.2, the finishing of surfaces to improve detectability of discontinuities using MT or PT is permitted, provided the operation conforms to Clause 7. This is how shops legitimately grind weld toes or surfaces to remove visual obstructions before MT — subject to Clause 7 한계 on grinding into 모재 or weld throat.
Per Clause 8.11.1 (Time of Testing), MT may begin immediately after the completed welds have cooled to ambient 온도 — with one critical exception: ASTM A514, A517, and A709 Grade HPS 100W [690W] steels require NDT to be performed not less than 48 hours after weld completion, to allow delayed (hydrogen-induced) cracking time to develop before inspection.
관련 표준 지침
자주 묻는 질문
Per D1.1:2025 Clause 8.10, magnetic particle testing (MT) is one of the nondestructive testing methods recognized for weld examination. As with ultrasonic testing under Clause 8.15, MT is required only when specified in the contract documents — it is not automatic for all welds. Common project specifications require MT on tack welds, root passes in critical CJP groove welds, repair excavations, and fillet welds in dynamically loaded connections. The Engineer determines when MT is required for each project.
MT reveals surface and slightly subsurface (typically up to about 3 mm depth, depending on technique and material permeability) discontinuities in ferromagnetic materials. The method makes tight, surface-breaking cracks visible by attracting magnetic particles to flux leakage at the discontinuity — many of which are too small or tightly closed for visual detection. MT does not work on austenitic stainless steel, aluminum, copper, or other non-ferromagnetic materials; for those, use liquid penetrant testing (PT).
Both detect surface-breaking discontinuities, but the underlying physics differs. Magnetic particle testing (MT) magnetizes the part and reveals flux leakage at discontinuities — it works only on ferromagnetic materials (carbon steel, low-alloy steel, ferritic stainless) and detects both surface and slightly subsurface flaws. Liquid penetrant testing (PT) draws penetrant fluid into surface-open discontinuities by capillary action, then a developer pulls the penetrant back to the surface for visualization — PT works on any non-porous material (including aluminum and austenitic stainless) but only finds surface-breaking flaws. PT takes longer per joint than MT and contaminates the work area.
D1.1:2025 조항 8.14.6.1에 따르면, NDT 인원은 특정 시험 방법 및 기법에서 NDT Level II (또는 NDT Level II의 감독 하에 작업하는 NDT Level I)로 인증되어야 합니다. 조항 8.14.6.2에 따르면, 고용주 기반 인증은 ASNT 권장 실무 SNT-TC-1A 또는 ANSI/ASNT CP-189를 따르며, Level III 인원이 Level I 및 II 개인을 인증합니다. 조항 8.14.6.3에 따르면, 제3자 인증은 ACCP, ASNT CP-9712, CGSB-48.9712 또는 ISO 9712를 통해 얻을 수 있습니다. 조항 8.14.6.5에 따라 8.14.6에 따라 검사를 수행하는 NDT 인원은 AWS QC1 (CWI) 요구사항에서 면제됩니다.
Yes. Per D1.1:2025 Clause 8.10.1, all MT and PT indications shall meet the acceptance requirements of Table 8.1 (visual inspection acceptance criteria). Discontinuities other than cracks shall be evaluated as either linear (length exceeds three times width) or rounded (length equals or is less than three times width). Linear discontinuities shall be considered equal to the size and shape of the indication. The MT procedure itself shall conform to ASTM E3024/E3024M per Clause 8.14.4 (ASTM E709 is referenced only as informational guidance in Commentary C-8.14.4 and is NOT mandatory).