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What Is Ultrasonic Testing (UT)?

How UT Works

A piezoelectric transducer converts electrical energy into ultrasonic pulses. These travel through the material at a velocity dependent on the medium (5,920 m/s in carbon steel). When the pulse encounters a discontinuity—crack, inclusion, porosity, or the opposite wall—part of the energy reflects back. The instrument displays the reflected signal, and the technician evaluates the amplitude and time-of-flight to determine flaw size, depth, and type.

UT Techniques

TechniqueProbe TypeApplication
Straight beam (0-degree)Normal probeWall thickness, laminations, inclusions in plate/pipe
Angle beamAngle probe (45, 60, 70 degrees)Weld inspection (detects lack of fusion, cracks, porosity)
Immersion UTFocused probe in water bathMill inspection of seamless/welded pipe, tube stock
Phased array UT (PAUT)Multi-element probeAdvanced weld inspection with sector/linear scans
TOFDPair of angled probesCrack sizing, weld root inspection
Guided waveRing of transducersLong-range pipeline screening (corrosion under insulation)

UT vs RT Comparison

ParameterUTRT
Defect typeExcellent for planar (cracks, LOF)Excellent for volumetric (porosity, inclusions)
Depth measurementYes (accurate flaw depth/sizing)No (2D projection only)
Wall thicknessMeasures directlyNot applicable
Radiation hazardNoneRequires exclusion zones, licensed operators
Surface accessOne side sufficientTwo-side access preferred
Permanent recordEncoded scans (PAUT/TOFD) or manual loggingFilm or digital image
Thick sectionsEffective to >300 mmLimited by source energy
Governing standardASME V Article 4/5ASME V Article 2

Key Standards

StandardScope
ASME Section V, Article 4UT examination procedures for welds
ASME Section V, Article 5UT examination of materials (straight beam)
ASTM A388UT of steel forgings
ASTM A435/A578UT of steel plates (straight beam)
ASTM E213UT of metal pipe and tubing
API 1104Pipeline weld UT (alternative to RT)
ASME Code Case 2235Allows UT in lieu of RT for pressure vessel welds

Acceptance Criteria

ASME B31.3 and Section VIII reference acceptance criteria from ASME V and the applicable construction code. API 1104 Section 9 provides UT acceptance limits for pipeline girth welds based on flaw height, length, and interaction rules.

For manual UT, evaluation is based on amplitude (signal height) compared to a reference reflector (side-drilled hole, notch, or flat-bottom hole). PAUT and TOFD provide encoded data with measurable flaw dimensions, enabling engineering critical assessment (ECA) per BS 7910 or API 579-1/ASME FFS-1.

UT results are recorded in the weld data package alongside mill test certificates and hydrostatic test records.

Read the full guide to non-destructive testing

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