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structures), working temperature near to the brittle-ductile transition, indirect evaluation
of fracture characteristics, as e.g. by impact testing.
•
Scheme for the evaluation of operational loads deviate from real one, which is to
complex to be applied.
•
Uncertainties exist concerning the application of NDI and its sensitivity.
•
Characterisation of crack is difficult and the calculated values are uncertain.
•
Time in service can affect the parameters, as it is the case with material properties
•
Loading condition change.
•
Failure consequences are unacceptable.
6. CONCLUSSION
Almost two thirds of the respondents reply positively in an inquiry to the question:
should there be a professional qualification for competence in the application of fracture
mechanics method as fitness-for-service (FFS) technology? Due to the complexity of
materials and high number of simplifications, of which every one introduces some limits
in the application of fracture mechanics methods, proper training and the experience is
certainly necessary. Since the knowledge is not only possessing of information about
certain problem, but creative and responsible approach to the application of available
information (know-how), become clear that frequently opposing information and
requirements should be treated of, adequate experiences and skills are necessary.
Procedures within the structural integrity analysis are techniques by which the fitness-
for-purpose of elements and structures carrying the load and reliable equipment operation
are evaluated. Used an appropriate and correct way these procedures increase general
efficiency preventing excessive sizing and redundant inspection and repairs, providing
balance between economy and the safety requirements for the environment, which are
jeopardized by the consequences of fracture and failure in structure operation.
REFERENCS
1.
P. Agatonović.: Fracture Casa Studies – Basic Principles, in. From Fracture mechanics to
Structure Integrity Assessment, 8th International Fracture Mechanics School in Belgrade/YU
23-27 June 2003. Ed. S. Sedmak and Z. Radaković pp. 159 – 192.
2.
Agatonović, P.: Različite strategije odredjivanja preostale čvrstoćće i veka , Integritet i vek
konstrukcija (2/2001), str. 75-89.
3.
Agatonović, P.: Die Restfestigkeit bestimmen, Spannungs-Dehnungs-Annäherung – ein neues
Verfahren, Materialprüfung 41(1999), pp. 24-30.
4.
Agatonović, P. : KI mittels Spannungs-Dehnungs-Annäherung abschätzen: Verifikation des
Verfahrens, Materialprüfung 41(1999), pp. 77-84.
5.
Agatonović, P.: Development of residual strength evaluation tool based on stress-strain
Approximation, International Journal of Fracture 98, pp. 129-152, Kluwer Academic
Publishers, the Netherlands.
6.
Agatonović, P. and T.K.Henriksen:
“Development of Residual Strength Prediction Tools for
the Structure Integrity of Launchers Based on Elasto-Plastic Fracture Mechanics”
, Conf. on
Spacecraft Structures, Materials and Mechanical Testing, 27-29 March 1996, Noordwijk, The
Netherland, ESA/ESTEC.
7.
Agatonović, P. and M. Windisch: MARC Anwendung zur Untersuchung des
Versagensangerissener Bauteile, MARC Anwendertreffen, 14/15.9.94
8.
Agatonović, P. and U. Clormann:
“Analytical Prediction and Test Verification of the
Multiaxial Behaviour of High-strength Steel for Lightweight Structures”
, Proc. Int. Symp.