• APPLICATION NOTE
Phased Array Ultrasonic Testing of Threaded Fasteners

In-situ bolt inspection using the Waygate Technologies Krautkrämer Mentor UT PAUT system — detecting fatigue cracking and corrosion without bolt removal.

Mentor UT Phased Array Flaw Detector

Overview and Scope


Threaded fasteners – bolts, studs, anchor rods, and tie rods – are among the most safety-critical components in engineered structures. Despite their apparent simplicity, fasteners sustain complex triaxial stress states arising from the combination of pre-load (clamp force), dynamic service loading, and thermally induced strain cycling. These conditions promote two primary degradation mechanisms that develop sub-surface and are invisible to visual inspection: fatigue cracking and internal corrosion.

This application note describes the deployment of the Waygate Technologies Krautkrämer Mentor UT Phased Array Ultrasonic Testing (PAUT) system for the volumetric examination of in-situ bolts across a range of industrial sectors. The methodology follows the principles of EN ISO 16810 and ASTM E2700, adapted for the specific geometry and access conditions encountered during bolt inspection.

The Mentor UT platform – with its dedicated Bolt Inspection App – standardises the acquisition protocol, eliminates operator variability, and delivers a reproducible 360° volumetric dataset from which flaw characterisation, depth sizing, and fitness-for-service assessment can be derived without bolt removal.

Fastener Failure Mechanisms


Fatigue Cracking

Fatigue is the dominant cause of in-service fastener failure. Under cyclic tensile loading, micro-cracks nucleate preferentially at regions of geometric stress concentration – specifically the first engaged thread root (typically 0.3-0.4 x bolt diameter from the bearing face), the shank-to-thread runout, and the under-head fillet radius.

Crack growth is initially slow and sub-critical, governed by Paris Law kinetics. By the time a crack reaches approximately 30-40% of the cross-sectional area it may still be invisible externally, yet residual strength is already critically reduced. Final fracture is typically sudden and brittle, with little plastic deformation as a warning precursor – making periodic volumetric inspection essential rather than optional.

Why PAUT? The multi-angle sound field generated by a phased array probe interrogates the entire bolt cross-section simultaneously, including thread-root geometry where conventional single-element probes are acoustically blind due to mode conversion and backscatter noise.

Corrosion Degradation

Bolts in offshore, chemical process, marine, and exposed infrastructure environments are susceptible to uniform corrosion (reducing effective cross-section), pitting corrosion (acting as fatigue initiation points), and stress corrosion cracking (SCC) in susceptible alloy-environment combinations such as high-strength steel in hydrogen sulphide or chloride-rich environments.

Internal corrosion is particularly insidious: protective coatings may remain intact while the underlying material is actively degrading. Ultrasonic amplitude attenuation, backwall echo loss, and grain noise increases are reliable indicators of material degradation that PAUT can quantify.

Equipment Configuration


Mentor UT Platform

The Waygate Technologies Mentor UT is a 32-channel PAUT instrument housed in a ruggedised field tablet form factor, designed for in-plant inspection under challenging environmental conditions.

  • Simultaneous multi-channel acquisition: up to 32 transmit/receive elements addressable in a single firing sequence

  • Pulse repetition frequency (PRF): up to 10 kHz, supporting high-speed rotational scanning

  • Time-base accuracy: +/-1% of full-scale range, critical for accurate depth sizing

  • Dynamic depth focusing: focal law recalculation at multiple depths within a single sweep

  • Integrated software: dedicated Bolt Inspection App with guided workflow, automatic gate placement, and calibration verification

  • Data export: full waveform (A-scan) and image (S-scan, C-scan, B-scan) export to PDF, DICONDE, and proprietary format

Probe Specification: GE0600417

Probe selection is the most significant variable determining inspection sensitivity and spatial resolution. The GE0600417 probe is specified as follows:

Parameter Specification
Centre Frequency 4 MHz
Number of Elements 16
Element Pitch 1.5 mm
Active Aperture 24 mm
Element Height 10 mm (nominal)
Connector Type Lemo 00 push-pull
Near-Surface Resolution 3 mm (water path dependent)

The 4 MHz centre frequency represents an optimised balance: higher frequencies (5-10 MHz) yield improved resolution but suffer increased attenuation in coarse-grained or corroded material. Lower frequencies (1-2 MHz) provide adequate penetration in long fasteners but sacrifice near-surface resolution.

Couplant and Probe Contact

Standard ultrasonic couplant (cellulose gel, propylene glycol, or equivalent) is applied to the probe contact face and bolt end surface. For rough or corroded bolt end faces, a thin couplant-filled rubber membrane (delay shoe) may be employed to improve acoustic coupling. The optional bolt-rotation fixture provides indexed angular positioning at defined rotational increments (typically 10° or 15°), ensuring complete circumferential coverage.

 

Inspection Methodology and Workflow


Pre-Inspection Preparation

  • Surface preparation: Clean the bolt end face with a wire brush or fine abrasive to remove corrosion products, paint, or contamination. For coated bolt ends, mechanical removal to bare metal is preferred; if coating cannot be removed, record coating thickness for sound path correction.

  • Dimensional record: Measure and record bolt diameter, accessible length, material grade/specification, and thread form. These parameters are entered into the Bolt Inspection App to pre-compute focal laws and gate positions.

  • Calibration: Perform system sensitivity calibration on a bolt-material reference block with side-drilled holes (SDHs) of known diameter at representative depths, or a flat-bottomed hole (FBH) reflector.

  • Environmental conditions: Record ambient temperature. Ultrasonic velocity in steel is temperature-dependent (approximately -0.4 m/s per °C for shear wave in carbon steel); significant temperature deviations require velocity correction.

Bolt Inspection App Workflow

Screenshot 2025 10 08 141806 1

The Mentor UT Bolt Inspection App implements a guided operator workflow that standardises the scan sequence and removes dependence on ad hoc probe positioning:

Bolt parameter entry: Diameter, length, material, thread type. The App calculates refracted beam angles, focal depths, and expected backwall echo position automatically.

Sensitivity calibration: The operator positions the probe on the calibration reference block. The App measures backwall amplitude and sets system gain to achieve a target reference level (typically 80% full-screen height, FSH).

Gate configuration: The App auto-positions the evaluation gate over the depth zone of interest (thread root zone, mid-shank, shank-to-head fillet). The operator may adjust gate boundaries within defined limits.

Rotational scan: The probe is rotated around the bolt circumference. The App records A-scan data at each indexed angular position and constructs a C-scan (plan view amplitude map) showing flaw position in the circumferential-depth plane.

Automated flag and reporting: Indications exceeding the amplitude evaluation threshold (typically 20-40% DAC) are flagged automatically. A structured report is generated including scan parameters, calibration records, image data, and indication log.

Data Interpretation: Understanding the Mentor UT Display


Mentor UT PAUT

Sectorial Scan (S-scan)

The S-scan is the primary diagnostic view. It presents received amplitude from all focal law angles simultaneously as a colour-coded fan image (dark blue = low amplitude through to red = high amplitude). In a defect-free bolt, the S-scan displays a characteristic central high-amplitude vertical response – the specular backwall reflection. A genuine fatigue crack presents as a discrete reflector interrupting the expected symmetry of the S-scan.

A-scan – Time Domain Waveform

The A-scan provides the fundamental time-domain data used for depth measurement, amplitude sizing against the DAC curve, and signal characterisation (sharp vs. diffuse morphology to discriminate between planar cracks, volumetric scatterers, and geometric artefacts).

C-scan – Circumferential Amplitude Map

The C-scan plots received amplitude against probe rotation angle for a selected depth gate, revealing the circumferential extent and position of any indication. A clean bolt produces a continuous, uniform-amplitude band across the full 360° sweep – a solid high-amplitude band with no isolated spikes or colour breaks.

Condition S-scan A-scan C-scan
Clean bolt Strong symmetrical backwall Stable, no mid-path echoes Continuous uniform band
Fatigue crack Discrete reflector, asymmetry Repeatable mid-path indication Localised spike
Corrosion Generalised amplitude loss Increased noise, weak backwall Distributed irregularities

Exemplar Scan Results – Serviceable Bolt

A serviceable bolt produces a prominent, vertically oriented high-amplitude central response maintaining angular symmetry across the sweep range. Gate A (positioned over the thread engagement zone) and Gate B (mid-shank) show no indications exceeding the evaluation threshold. The C-scan shows a continuous, solid high-amplitude band across the full evaluated circumference. On this basis the bolt is documented as: No recordable indications – Serviceable, continue in-service monitoring per asset integrity programme.

Mentor UT Bolt Inspection

Reporting and Traceability


The Mentor UT generates a fully structured inspection report on-instrument, covering instrument and probe identification, calibration records, bolt details, scan parameters, full image archive in DICONDE format, and a complete indication log with depth, amplitude, and classification for each recordable finding. Reports can be transferred wirelessly or via USB for off-site review.

Industries

Oil & Gas

Flange bolts, pressure-retaining fasteners on pipelines, pressure vessels, heat exchangers, and valve bodies. Fitness-for-service assessment under API 579-1/ASME FFS-1 without production shutdown.

Rail & Infrastructure

Bridge bearing bolts, rail anchor bolts, and sign gantry connections exposed to high-cycle fatigue from traffic loading. Tablet-based interface enables rapid deployment on remote structures.

Aerospace & Defence

Landing gear drag struts, engine mount bolts, and airframe structural fasteners in titanium alloys and nickel superalloys. PAUT approved in several OEM structural repair manuals.

Power Generation

Steam turbine casing bolts and coupling bolts operating at up to 565°C. Inspection during planned outages supports remaining life assessment and decisions on retorquing or replacement.