Prediction of the Absence of Brittle Failure Risk for Ferritic Steel Piping Components in the Brittle-Ductile Region

Author(s):  
S. Marie ◽  
J. Schwab ◽  
S. Vidard

This paper deals with the brittle fracture risk evaluation for a C-Mn piping component in the upper shelf of the brittle to ductile fracture transition temperature range, with the main objective to validate a predictive criteria, able to demonstrate the complete absence of brittle fracture risk. The criteria is based one a critical stress and the volume around the crack were the maximum principal stress exceed this critical stress. The model is calibrated on notched tensile specimens and CT specimens. A four-points bending pipe test has then been designed using this criterion to insure that no brittle fracture will occurs at a temperature that all CT specimens failed by cleavage. The material is a French secondary loop Tu42C ferritic steel and the pipe dimensions for the test are the same than the size of the principal secondary loop pipes. The results of the pipe test confirm the prediction with the model and the interpretation lead to define an equivalence between the loading conditions (based on the J parameter) of the pipe and the loading condition of a CT specimen.

Author(s):  
S. Chapuliot ◽  
S. Marie ◽  
T. H. N’Guyen ◽  
C. Niclaeys ◽  
S. Degalleix

This paper deals with the brittle fracture risk evaluation for a C-Mn weld joint in the upper shelf of the brittle to ductile fracture transition temperature range, with the main objective to develop a predictive criteria, able to demonstrate the complete absence of brittle fracture risk. The question was investigated in the frame of two PhDs. In the first one (V. Le Corre PhD), a critical stress based fracture criterion was proposed, qualibrated and validated against experimental data for the base metal. This work gave promising results with, in particular, the capability of the model to predict non fracture for a cracked pipe submitted to bending at low temperature. In the second one (T.H. N’Guyen PhD), the model was calibrated and applied to the weld joint. The work showed that material heterogeneity of the weld metal must be taken into account in order to obtain a good representation of the fracture behavior. Again, the model was confronted to different specimen geometries and showed its capability to reasonably predict constraint and geometrical effects on the brittle fracture appearance risk. The paper gives a synthesis of the main results obtained during these two PhDs, questions still to be solved and perspectives for the continuation of this work.


2007 ◽  
Vol 74 (3) ◽  
pp. 240-244 ◽  
Author(s):  
Patricia Dargent-Molina ◽  
Claude-Laurent Benhamou ◽  
Bernard Cortet ◽  
Bruno Sutter ◽  
Thierry Thomas

Author(s):  
S. J. Lewis ◽  
C. E. Truman ◽  
D. J. Smith

This article describes an investigation into the ability of a number of different fracture mechanics approaches to predict failure by brittle fracture under general elastic/plastic loading. Data obtained from C(T) specimens of A508 ferritic steel subjected to warm pre-stressing and side punching were chosen as such prior loadings produce considerably non-proportionality in the resulting stress states. In addition, failure data from a number of round notched bar specimens of A508 steel were considered for failure with and without prior loading. Failure prediction, based on calibration to specimens in the as received state, was undertaken using two methods based on the J integral and two based on local approach methodologies.


1960 ◽  
Vol 1960 (106) ◽  
pp. a207-a213 ◽  
Author(s):  
Masao Yoshiki ◽  
Takeshi Kanazawa ◽  
Hiroshi Itagaki

Bone ◽  
2013 ◽  
Vol 57 (1) ◽  
pp. 18-29 ◽  
Author(s):  
J.H. Keyak ◽  
S. Sigurdsson ◽  
G.S. Karlsdottir ◽  
D. Oskarsdottir ◽  
A. Sigmarsdottir ◽  
...  

1991 ◽  
Vol 28 (5) ◽  
pp. 752-759
Author(s):  
R. W. Marcellus ◽  
D. N. Heuff

Brittle fracture of ice plays an extremely interesting and complex role in the ice failure process. This paper provides a general overview of the behavior and structure of ice on both the microscopic and macroscopic levels. The idea that the failure load on any type of ice is dependent on the load path that the ice experiences prior to failure is discussed. This paper also provides a general overview of the different fracture mechanisms that occur during ice failure and introduces a new concept for describing the crushing process. Key words: ice, fracture, brittle, failure, ice-structure interaction, ice strength, new crushing concept, microcrack, macrocrack.


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