2002
DOI: 10.2355/tetsutohagane1955.88.6_326
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Creep Damage Development of a 1.25Cr-0.5Mo Steel Weldment Exposed to Long Term Service

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Cited by 7 publications
(7 citation statements)
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“…In the present work, cross-weld creep behavior of a 1.25Cr-0.5Mo steel has been examined in order to clear specific features of Type IV damage. 2,3) For this objective, a service exposed 1.25Cr-0.5Mo steel weld containing grain boundary damage due to twenty three years operation was employed.…”
Section: Introductionmentioning
confidence: 99%
“…In the present work, cross-weld creep behavior of a 1.25Cr-0.5Mo steel has been examined in order to clear specific features of Type IV damage. 2,3) For this objective, a service exposed 1.25Cr-0.5Mo steel weld containing grain boundary damage due to twenty three years operation was employed.…”
Section: Introductionmentioning
confidence: 99%
“…In the present work, however, ultimate failure at the outer edge of HAZ took place with short term tests, the shortest one was only 326 h. In the work by Fujibayashi et al 1) using old 1.25Cr-0.5Mo steel pipe/flange girth welds operated for 23 years at 500°C, genuine Type IV failure was not observed in the experiments using 12ϫ12 mm 2 square cross-weld specimens. Although testing conditions in terms of stresses and temperatures were similar to the present work, welds did not fail at the ICZ up to 2 700 h. Most often, the failure took place at the parent material on the pipe side.…”
Section: Creep Strength Of Cross-weld Specimenmentioning
confidence: 78%
“…Grain boundary damage evolution at welds associated with life consumption was observed by sectioning the interrupted creep specimen since it had been pointed out Type IV damage was often maximized inside the wall 1,3) where higher hydrostatic stress was generated. Interruptions were made when strain reached approximately 5 %.…”
Section: Methodsmentioning
confidence: 99%
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“…Earlier experimental works using a square cross-weld specimen were not necessarily successful since the ultimate failure mostly took place at the parent material on the pipe side in a ductile transgranular manner despite the growth of cavitational damage at the ICZ on the flange side. 6,7) The longest testing time for a square cross-weld specimen was 2 700 h. In order to generate Type IV cracking within reasonable testing duration, the specimen subjected to higher triaxiality has been employed. And it successfully generated Type IV cracking.…”
Section: Specimen Preparation and Testingmentioning
confidence: 99%