Table of Contents Table of Contents
Previous Page  128 / 352 Next Page
Information
Show Menu
Previous Page 128 / 352 Next Page
Page Background

124

Loading path = Crack driving force:

( )

2

e

r

J J f L

= ⎣

(25)

(

)

2

I

e

K a, F

J

E'

=

(26)

Limit toughness:

J

mat

Failure criteria:

J

mat

<

J

6. Conclusions

Basic principles of structural integrity assessment have to be taken into account

already in the design stage of a structure. Available procedures enable reliable usage of

fracture mechanics to assess the component integrity. SINTAP, as one of a most

comprehensive assessment procedure, uses the basic principles of R6 and ETM. Integrity

assessment is based on the estimation of maximum allowable loading or maximum

allowable crack size in unfavourable crack tip location and orientation. This lecture gives

the basis of procedure for design against fracture not only in-service, but also in design

and manufacturing phases.

REFERENCES

1.

ASME, 1998,

"ASME Boiler and Pressure Vessel Code, Section XI: Rules for In-service

Inspection of Nuclear Power Plant Components"

, American Society for Mechanical

Engineering

2.

ASTM E 1820-99a, 2000,

"Standard Test Method for Measurement of Fracture Toughness"

,

Annual Book of ASTM Standards

3.

BS 7448, 1997,

"Fracture mechanics toughness tests; Part 2. Method for determination of K

IC

,

critical CTOD and critical J values of welds in metallic materials"

4.

Eurocode, 1993,

"Design Manual for Steel Structures and Building"

, Brussels

5.

BS 7910, 1999,

"Guide on methods for assessing the acceptability of flaws in fusion welded

structures"

6.

API 579-1/ASME FFS-1, 2007,

"Fitness-For-Service"

, Second Edition, American Petroleum

Institute, Washington, D.C.

7.

R5, 2003,

"Assessment Procedure for the High Temperature Response of Structures"

, Issue 3,

British Energy

8.

R6, 2003,

"Assessment of the Integrity of Structures containing Defects"

, Revision 4, British

Energy

9.

SINTAP, 1999,

"Structural Integrity Assessment Procedure"

, Final Revision. EU-Project BE

95-1462. Brite Euram Programme

10. Schwalbe, K. H. and Zerbst, U, 2000,

"The Engineering Treatment Model"

, International

Journal of Pressure Vessels and Piping, Volume 77, Issues 14-15, 2000, pp. 905-918.

11. FITNET, 2006,

"European Fitness for Service Network"

, Final technical report, GTC1–2001–

43049, Contract No. GIRT-CT-2001-05071,

www.eurofitnet.org