Information Notice 1990-30, Ultrasonic Inspection Techniques for Dissimilar Metal Welds

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Ultrasonic Inspection Techniques for Dissimilar Metal Welds
ML031470652
Person / Time
Issue date: 05/01/1999
From: Rossi C
Office of Nuclear Reactor Regulation
To:
References
IN-90-030
Download: ML031470652 (3)


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Home > Electronic Reading Room > Document Collections > General Communications > Information Notices > 1990 > IN 9 UNITED STATES

NUCLEAR REGULATORY COMMISSION

OFFICE OF NUCLEAR REACTOR REGULATION

WASHINGTON, D.C. 20555 May 1, 1990

Information Notice No. 90-30: ULTRASONIC INSPECTION TECHNIQUES FOR

DISSIMILAR METAL WELDS

Addressees

All holders of operating licenses or construction permits for nuclear power

reactors.

Purpose

This information notice is intended to alert addressees to potential

problems associated with the ultrasonic examination of dissimilar metal

welds in operating nuclear plants. It is expected that recipients will

review the information for applicability to their facilities and consider

actions, as appropriate, to avoid similar problems. However, suggestions

contained in this information notice do not constitute NRC requirements;

therefore, no specific action or written response is required.

Description of Circumstances

NRC inspections of inservice inspection activities at licensed facilities

have revealed that dissimilar metal welds containing Inconel 600 series base

materials, alloy 82 and 182 weld butter, and/or filler material are being

examined with shear wave mode ultrasonic testing (UT) transducers. As a

result of the intergranular stress corrosion cracking (IGSCC) problems

identified in piping at boiling water reactor BWR) plants, the NRC staff, BWR owners, independent research institutes and vendors of UT equipment have

discovered that exclusive use of shear wave transducers will not reliably

detect cracks in dissimilar metal welds of this type. General Electric has

notified BWR owners about this problem by the issuance of a Nuclear Services

Information Letter dated June 23, 1989 (SIL No. 455, Revision 1 and

Supplement 1. SIL No. 455 and Supplement 1 contained specific

recommendations regarding the ultrasonic testing procedures for BWR owners

to use as part of their inservice inspection program in performing

ultrasonic examinations of dissimilar metal welds. These recommendations

stated the following:

'The use of 45-degree and 60-degree refracted longitudinal waves for

crack detection and sizing in the alloy 182 material and the low alloy

material is essential. This should be performed at a gain level such

that the small signals received from the inside surface, which is

sometimes referred to as an ID roll, are at approximately 10 percent of

full screen height. Scanning should be performed with the sound beams

directed both

9004250159 IN 90-30

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Information Notice No. 90-30: axially and circumferentially. A 45-degree shear wave also should be

used in examining the low alloy material after suspect indications are

detected with the refracted longitudinal wave search units. These

techniques should be qualified and calibrated on a realistic mock-up of

the weld configuration which contains suitable reflectors in the areas

of concern.,

The following list contains examples observed during NRC inspections, demonstrating the limitations of shear wave transducers. Had such

transducers been used exclusively, significant axial and circumferential

cracking would have gone undetected in Inconel 182 alloy weld butter, filler

material and Inconel 600 base material.

1. Axial Cracking

At the Brunswick Steam Electric Plant before 1986, the licensee

performed manual examinations on both 28-inch recirculation

nozzle-to-safe-end welds. Calibrations were performed on a basic

Section XI calibration block using 45-degree shear-wave search units.

At this point, no indications associated with IGSCC were recorded.

During the March 1986 outage, examinations were performed using

45-degree and 60-degree, lMhz, refracted longitudinal (RL) wave search

units. One indication oriented in the axial direction was recorded in

the Inconel butter material in each nozzle. These indications were

confirmed with both 45-degree RL and 60-degree RL search units and

estimated to be approximately 15 percent of the wall thickness.

However, neither of these indications could be detected with subsequent

45-degree or 60-degree shear wave examination.

2. Axial and Circumferential Crack

At Brunswick before 1988, the licensee used shear wave search units to

examine core spray safe-end-to-nozzle welds. No indications associated

with IGSCC were recorded.

During the 1988 outage, the licensee used 45-degree and 60-degree

refracted longitudinal wave search units for examination. One axial

planar indication, estimated to be 30 percent of wall thickness on one

of the safe-ends, and one circumferential, planar indication estimated

to be 60-percent of the wall thickness on the other were recorded.

These indications were seen with both 45-degree and 60-degree refracted

longitudinal wave search units. Neither of these indications were seen

with the 45-degree shear wave search unit.

3. Inconel Base Material Crack

During the 1988 outage at Brunswick, the licensee used both 45-degree

and 60-degree shear wave search units to examine all the welds in the

safe-end thermal sleeve attachments of the 12-inch recirculation

system. Calibrations were performed on a safe-end nozzle mock-up block

with notches located in the thermal sleeve area. No evidence of

cracking was detected with the shear wave examination, even with a

scanning gain level of 14 to 29 dB over the calibration sensitivity.

IN 90-30

May 1, 1990 During an examination of a safe-end-to-nozzle weld repair overlay using

45-degree and 60-degree refracted longitudinal wave search units, the

licensee detected a crack extending from the safe-end thermal sleeve

attachment weld: The licensee then performed 45-degree and 31-degree

refracted longitudinal wave calibrations on the same mock-up block

notches that were previously used for the shear wave examinations, and

reexamined all of the thermal sleeve welds. With these examinations, the licensee detected cracking throughout the heat affected zone and

adjacent safe-end material of the safe-end thermal sleeve. All 10 of

the safe-end thermal sleeve welds showed evidence of extensive

intermittent cracking, for 360 degrees, which was associated with

IGSCC.

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Information Notice No. 90-30: 4. Pressurized Water Reactor (PWR) Facilities

NRC inspections at the Oconee Nuclear Station in November and December

of 1989 revealed that all dissimilar metal welds were examined with

shear wave transducers. This finding indicates that licensees for PWR

facilities may be using inadequate UT inspection techniques as well.

Discussion:

Because no formal instructions exist concerning the choice of transducers

for PWR applications, licensees may wish to evaluate the types of materials

involved in the dissimilar metal welds at their plants and the ultrasonic

techniques and equipment used to examine these materials. The American

Society of Mechanical Engineers (ASME) Code does not delineate whether shear

wave or refracted longitudinal wave transducers should be used when

performing inservice inspections of dissimilar metal welds. However, the

intent of the ASME Code examination is to thoroughly examine the weld and

the adjacent base material in the heat-affected zone. Without the proper

transducers these examinations may not detect rejectable indications in the

reactor coolant pressure boundary. Furthermore, enhanced inspection

effectiveness can improve confidence in the soundness of welds for plant

life extension efforts.

This information notice requires no specific action or written response. If

you have any questions about the information in this notice, please contact

one of the technical contacts listed below or the appropriate NRR project

manager.

Charles E. Rossi, Director

Division of Operational Events Assessment

Office of Nuclear Reactor Regulation

Technical Contacts: J. L. Coley, RII

(404) 331-5584 R. A. Hermann, NRR

(301) 492-0911 Attachment: List of Recently Issued NRC Information Notices

.ENDEND

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