DIN CWA 16633-2013 Ageing behaviour of Structural Components with regard to Integrated Lifetime Assessment and subsequent Asset Management of Constructed Facilities English version.pdf

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1、September 2013 Bereich InnovationPreisgruppe 13DIN Deutsches Institut fr Normung e. V. Jede Art der Vervielfltigung, auch auszugsweise, nur mit Genehmigung des DIN Deutsches Institut fr Normung e. V., Berlin, gestattet.ICS 91.010.30Zur Erstellung einer DIN SPEC knnen verschiedene Verfahrensweisen he

2、rangezogen werden: Das vorliegende Dokument wurde nach den Verfahrensregeln eines CWAs erstellt.!%(“2052996www.din.deDDIN CWA 16633Alterungsverhalten von Bauteilen in Bezug auf ganzheitlicheLebenszyklusbewertungen und weiterfhrendes Erhaltungsmanagementvon Infrastrukturbauten;Englische Fassung CWA 1

3、6633:2013Ageing behaviour of Structural Components with regard to Integrated LifetimeAssessment and subsequent Asset Management of Constructed Facilities;English version CWA 16633:2013Comportement au vieillissement des lments de construction quant lvaluation ducycle de vie intgral et la gestion dact

4、ifs subsquente des installations construites;Version anglaise CWA 16633:2013Alleinverkauf der Spezifikationen durch Beuth Verlag GmbH, 10772 Berlin www.beuth.deGesamtumfang 25 SeitenDIN SPEC 91298DIN CWA 16633 (DIN SPEC 91298):2013-09 2 Nationales Vorwort Dieses europische CEN Workshop Agreement (CW

5、A 16633:2013) wurde vom CEN Workshop CEN/WS 63 Structural Condition Determination for Integrated Lifetime Assessment of Plants, Structures and Components“ bei CEN erarbeitet, dessen Sekretariat vom ASI (sterreich) gehalten wurde. Es handelt sich um eine unvernderte bernahme der CWA 16633 Ageing beha

6、viour of Structural Components with regard to Integrated Lifetime Assessment and subsequent Asset Management of Constructed Facilities“ als DIN CWA 16633 (DIN SPEC 91298) Alterungsverhalten von Bauteilen in Bezug auf ganzheitliche Lebenszyklusbewertungen und weiterfhrendes Erhaltungsmanagement von I

7、nfrastrukturbauten“. Eine DIN SPEC nach dem CWA-Verfahren ist die nationale bernahme einer CEN/CENELEC-Vereinbarung, die innerhalb offener CEN/CENELEC Workshops entwickelt wird und den Konsens zwischen den registrierten Personen und Organisationen widerspiegelt, die fr den Inhalt verantwortlich sind

8、. Arbeiten eines CEN Workshop werden nicht durch ein nationales Gremium gespiegelt. DIN CWA sind nicht Bestandteil des Deutschen Normenwerks. Es wird auf die Mglichkeit hingewiesen, dass einige Elemente dieses Dokuments Patentrechte berhren knnen. Das DIN und/oder die DKE sind nicht dafr verantwortl

9、ich, einige oder alle diesbezglichen Patentrechte zu identifizieren. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2013 CEN All rights of exploitation in any form and by any means reserved wor

10、ldwide for CEN national Members. Ref. No.:CWA 16633:2013 E CEN WORKSHOP AGREEMENT CWA 16633 May 2013 ICS 91.010.30 English version Ageing behaviour of Structural Components with regard to Integrated Lifetime Assessment and subsequent Asset Management of Constructed Facilities This CEN Workshop Agree

11、ment has been drafted and approved by a Workshop of representatives of interested parties, the constitution of which is indicated in the foreword of this Workshop Agreement. The formal process followed by the Workshop in the development of this Workshop Agreement has been endorsed by the National Me

12、mbers of CEN but neither the National Members of CEN nor the CEN-CENELEC Management Centre can be held accountable for the technical content of this CEN Workshop Agreement or possible conflicts with standards or legislation. This CEN Workshop Agreement can in no way be held as being an official stan

13、dard developed by CEN and its Members. This CEN Workshop Agreement is publicly available as a reference document from the CEN Members National Standard Bodies. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, For

14、mer Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. CWA 16633:2013 (E) 2 Contents Page Foreword

15、3 Introduction .4 1 Scope 5 1.1 Ageing model .5 1.2 Background Asset management .6 2 Terms and definitions .9 3 Performance of bridge components . 12 3.1 General . 12 3.2 Service life expectancy vs. prognosis on remaining service life 12 3.2.1 Service life expectancy 12 3.2.2 Prognosis on remaining

16、Service Life . 14 Annex A (informative) Lifeline calculation . 15 A.1 Example 1: Life expectancy . 15 A.2 Example 2: Prognosis and affection of remaining service life 16 Annex B (informative) Benchmark values on Service Life in Bridge Components . 18 Bibliography . 22 DIN CWA 16633 (DIN SPEC 91298):

17、2013-09 CWA 16633:2013 (E) 3 Foreword This CEN Workshop Agreement has been drafted and approved by a Workshop of representatives of interested parties on 2012-04-13, the constitution of which was supported by CEN following the public call for participation made on 2010-10-10. A list of the individua

18、ls and organizations which supported the technical consensus represented by the CEN Workshop Agreement is available to purchasers from the CEN-CENELEC Management Centre. These organizations were drawn from the following economic sectors (universities and consultancies): Aristotle University of Thess

19、aloniki, Greece BAM (Federal Institute of Materials Research and Testing), Germany INRIA, France Risk Engineering LTD, Bulgaria University of Genoa DICAT, Italy VCE Holding GMBH, Austria. The formal process followed by the Workshop in the development of the CEN Workshop Agreement has been endorsed b

20、y the National Members of CEN but neither the National Members of CEN nor the CEN-CENELEC Management Centre can be held accountable for the technical content of the CEN Workshop Agreement or possible conflict with standards or legislation. This CEN Workshop Agreement can in no way be held as being a

21、n official standard developed by CEN and its members. The final review/endorsement round for this CWA was started on 2012-06-12 and was successfully closed on 2012-08-12.The final text of this CWA was submitted to CEN for publication on 2013-02-06. This CEN Workshop Agreement is publicly available a

22、s a reference document from the National Members of The following countries: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta,

23、 Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. Comments or suggestions from the users of the CEN Workshop Agreement are welcome and should be addressed to the CEN-CENELEC Management Centre. DIN CWA 16633 (DIN SPEC 91298

24、):2013-09 CWA 16633:2013 (E) 4 Introduction Managing assets is about making decisions. From this it follows that lifecycle cost (LCC) and in some cases lifecycle benefit/cost analysis is a critical concept for making investment decisions, and therefore should be incorporated in the engineering and m

25、anagement routines of infrastructure systems. However, several important questions remain before one may conduct a meaningful LCC analysis. These relate to the determination of the lifecycle of a new, maintained, rehabilitated or retrofitted structure and its expected performance along the lifecycle

26、 regarding the limit states. The impacts of uncertainty in estimating the risk involved in establishing appropriate demand envelopes for various limit events are significant for LCC analysis in design and in maintenance management. The present CWA was prepared by CEN Workshop 63 “Condition Determina

27、tion for Integrated Lifetime Assessment of constructed facilities and Components” the secretariat of which is held by ASI. It was developed through close collaboration with experts from the IRIS project “Integrated European Industrial Risk Reduction System”, supported by the European Unions Seventh

28、Framework Programme. Work in this project was organized in eight work projects. In the course of the IRIS project methodologies for lifecycle management of constructed infrastructure were developed. In order to meet the infrastructure owners governing requirements regarding safety, operability and d

29、urability, the present CWA addresses the following major aspects: 1) The determination/estimation of the design life of new structures 2) The determination/estimation of the residual life of existing structures 3) Assessment criteria whether the real degradation process determined by proper technolo

30、gies - corresponds with the assumed and applied life cycle model, in order to take corrective measures in cases of accelerated ageing 4) Maintenance instructions to ensure the intended service life In IRIS Work Package 3 and WP 7 and CEN Workshop 63 experts from universities, consultancies, public a

31、uthorities and standardization bodies contributed to the work. The present CWA has received the support of representatives of these sectors. DIN CWA 16633 (DIN SPEC 91298):2013-09 CWA 16633:2013 (E) 5 1 Scope 1.1 Ageing model The objective of the CWA is to elaborate a standard framework for the resu

32、lts of the IRIS Project, while it is recognized that there cannot be one extensive methodology fit for all specific industries. There is a simple basic model with considerable uncertainties, which is improved step by step through introduction and evaluation of new knowledge gained about a structure.

33、 The ideal result is a precise assessment of the condition with reasonable margins of uncertainty. The model is able to show the successive impact during the long-term deterioration process as well as the effect of sudden changes in condition (retrofit actions of local failure). It is recognized tha

34、t the individual results from visual inspection and assessment will influence the quality of the prediction. Nevertheless after a number of assessments these uncertainties will be reduced to reasonable levels. It is acknowledged that the basic model shall be kept simple and transparent for the end-u

35、sers. In return the background computation is expected to become more and more complex with every new knowledge and methodology developed. Therefore the concept is to give a common understanding on structural ageing in general, which can be incorporated into different industrial applications and ada

36、pted regarding the industry-specific demands. Figure 1 General concept of structural ageing In further consequence the focus of the CWA is on the area of bridge infrastructure, as there the most mature status within the IRIS Project has been reached. The aspect of acceptance of structural failure an

37、d accidents is always depending on the involved individual society. The current document already reflects the current situation in Austria, Germany, the Netherlands and the USA. DIN CWA 16633 (DIN SPEC 91298):2013-09 CWA 16633:2013 (E) 6 1.2 Background Asset management In the following an overall as

38、sessment scheme for asset management on the network level is described very briefly. The scheme is divided in two main processes: Flowchart 1: Input data with regard to Life Cycle Analysis (LCA) and Life Cycle Cost Analysis (LCCA) (as shown in Figure 2) Flowchart 2: LCA and LCCA itself, addressing t

39、he determination of maintenance schedules (composed by individual treatments) and linked to budget category-related optimization (as shown in Figure 3). In both flowcharts those parts, being explicitly covered by the current CWA are highlighted (yellow marking) and are discussed in full detail in th

40、e following chapters. It is to be pointed out, that the shown assessment scheme utilises conventional ratings (from structural inspection), which are usually available for every structure or can easily be provided. Neither the assessment scheme itself or the underlying rating process are intended to

41、 be standardized but the curve describing structural ageing (Lifeline). Thus the intention of this CWA is to improve the current practice of maintenance budget planning based on ratings. The given ratings are transformed into health indices and incorporated into comprehensive life cycle calculations

42、. By this means the gap between rating and service life considerations is bridged.DIN CWA 16633 (DIN SPEC 91298):2013-09 CWA 16633:2013 (E) 7 Bridge Inspection Condition - Bill of Quantities for existing structural members -Specification on Materials and Products - Ratings from Visual Inspection/mem

43、ber - Total Ratings - Year of Last Rating - Minimum Level of Safety/Reliability from underlying Design Code Basis for LCA health characteristic of a structure, system or component which can be observed, measured or trended to infer or directly indicate the current and future ability of the structure

44、, system or component to function within acceptance criteria 2.6 degradation process whereby an action on an item causes a deterioration of one or more properties Note 1 to entry: Properties affected may be, for example, physical, mechanical or electrical. 2.7 demand requirement for functionality 2.

45、8 design life service life intended by the designer Note 1 to entry: Design life is also referred to as intended service life or expected service life. DIN CWA 16633 (DIN SPEC 91298):2013-09 CWA 16633:2013 (E) 10 2.9 deterioration process which adversely affects the structural performance, including

46、 the reliability over time 2.10 durability capability of a structure or its parts to perform its required function over a specified period of time under the influence of the agents anticipated in service 2.11 failure loss of the ability of a structure or its parts to perform a specified function 2.1

47、2 inspection regular observation, noting and reporting of structures and components 2.13 lifecycle all phases through which a structure passes from its manufacturing to the time it ceases to exist Note 1 to entry: It involves all levels of engineering work, including design, construction, inspection

48、, management, repair, improvement and demolition. 2.14 lifecycle cost (LCC) cost of an asset or its parts throughout its lifecycle, while fulfilling its performance requirements 2.15 lifeline numeric progression of the introduced health index over time 2.16 limit state set of performance criteria be

49、yond which the structure no longer fulfils the relevant design criteria Note 1 to entry: This reference state should be met by a structure under factored loading. 2.17 maintenance combination of all technical and associated administrative actions during the service life to retain a structure or its parts in a state in which it can perform its required functions 2.18 operability; functionality suitability or usefulness required by users or other stakeholders for a specific purpose or activity N