Download B0778 Methods for the Assessment of the Structural Integrity by David Lidbury, Peter B. Hirsch PDF

By David Lidbury, Peter B. Hirsch

This quantity brings jointly the papers offered on the eighth Symposium organised via the Technical Advisory workforce on Structural Integrity of Nuclear Plant (TAGSI), hung on twenty fifth April 2001 on the TWI convention Centre at Granta Park, nice Abington close to Cambridge, united kingdom. the topic of this one-day symposium was once ''Methods for the overview of the Structural Integrity of elements and Structures''. It was once attended via over 80 delegates from nuclear and non-nuclear industries, academia and executive companies. the development, approach, strength new release, production and shipping industries all depend upon the integrity of applicable constructions and parts to make sure the secure and financial operation in their plant. the article of the Symposium was once to disseminate some of the methodologies utilized in various industries for the evaluation of structural integrity, and to allow comparisons to be made from the several ways

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Extra info for B0778 Methods for the Assessment of the Structural Integrity of Components and Structures

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Ainsworth British Energy Generation Ltd, Structural Integrity Branch, Barnett Way, Barnwood, Glos GL4 3RS, UK ABSTRACT A co-operative European project on Structural Integrity Assessment Procedures for European Industry (SINTAP) commenced in 1996. The project involved participants from nine European countries. Following a review of existing fitness-for-purpose assessment procedures, and research on a selective number of topics, SINT AP was completed in 1999 with the production of a new flaw assessment procedure.

5 Case 3: boiler H through-thickness defect, operating pressure, comparison of calculated values relative to BS 7910 level 2. • j: 8$7910. : .. fil'Fa:"'R;;;nte"'tactor"o;)"eraCf('siie! tHtoo .. • ~. •. ()! : :-:......................... ~~-. ·.. ·····.. ··.. · ·.. ··· .. ······ .. ··.. ··· .. ··.. · ;I~ ! J ~ 50-,00 m s 30'{~ laJ 110 , , .. •--~ 1 ! C1Q:W. •. ~.............................. ;.. :, .. ~... ~~. ::W";~w,·1 : i! ~·~:~~~·~E:I! 1 .. ;;;;;;;~,;-;;;;;,;;~~;;;;;;;;;;;;~;···················· I : !

Where uncertainty in the data exists, an appropriate margin in a safe direction should be provided to take account of it. Extrapolation from available data cannot be used without good justification. Licensees need to keep under review both the physical property data and the scientific knowledge behind the methodology to ensure that existing safety cases are not invalidated. THE SPECIAL CASE PROCEDURE FOR STRUCTURAL INTEGRITY COMPONENTS The general lack of adequate reliability data for structural components leads to the assessment of this type of component being based primarily on established engineering practice.

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