scholarly journals Numerical Analysis to Predict Load-Bearing Capacity of Flawed Steam Generator Tubes in Nuclear Plants

2015 ◽  
Vol 130 ◽  
pp. 1564-1571
Author(s):  
J.-Y. Jeon ◽  
J.-S. Kim ◽  
Y.-J. Kim ◽  
J.-W. Kim ◽  
J.-S. Kim
Author(s):  
Xaver Schuler ◽  
Michael Seidenfuss ◽  
Sarah Gehrlicher ◽  
Jan Mahlke

In austenitic steam generator (SG) tubes installed in nuclear power plants (NPP), wall thinning and crack formation caused by stress corrosion cracking have been observed. These cracks are manly orientated in longitudinal direction of the tube but also in a few cases circumferential oriented cracks nave been found. Because of the small crack depths and wall thickness, the application of fracture mechanics assessments of the load-bearing capacity of these cracks is very limited. Equally it is almost impossible to determine the necessary fracture mechanics parameters for such component geometries. Damage mechanics models are able to describe the experimentally observed processes in smooth and cracked specimens. They have no restrictions like fracture mechanics models. In this paper, the damage model of Rousselier was used to describe the failure behavior and load-bearing capacity of cracked steam generator tubes. The operation temperature of these tubes is about 300 °C. The Rousselier parameters for the austenitic steel X 2 NiCrAlTi 32-20 (1.4558) of the tubes were determined by using tensile tests and burst tests at temperatures of 20 °C and 300 °C. With this damage model it is possible to evaluate the existing limit values for burst pressures and necessary safety factors for the plugging of steam generator tubes in nuclear power plants. These results can also contribute to the safety evaluation of stress corrosion cracking in steam generator tubes.


2017 ◽  
Vol 27 (4) ◽  
pp. 143-156 ◽  
Author(s):  
Maciej Szumigała ◽  
Ewa Szumigała ◽  
Łukasz Polus

Abstract This paper presents an analysis of timber-concrete composite beams. Said composite beams consist of rectangular timber beams and concrete slabs poured into the steel sheeting. The concrete slab is connected with the timber beam using special shear connectors. The authors of this article are trying to patent these connectors. The article contains results from a numerical analysis. It is demonstrated that the type of steel sheeting used as a lost formwork has an influence on the load-bearing capacity and stiffness of the timber-concrete composite beams.


2012 ◽  
Vol 583 ◽  
pp. 142-145 ◽  
Author(s):  
Marlena Rajczyk ◽  
Damian Jończyk

This paper presents method of strengthening glued-laminated timber with aramid cords. In order to estimate the increase in load-bearing capacity, numerical analysis was carried out on three beams: unreinforced; reinforced with one layer of aramid cords; and reinforced with two layers of aramid cords. A preliminary numerical analysis showed a reduction of deflections of reinforced beams by about 11 to 14 % and a reduction of 19 to 25 % of normal stress.


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