Fracture behavior of carbon steel pipe with local wall thinning subjected to bending load

1999 ◽  
Vol 191 (2) ◽  
pp. 195-204 ◽  
Author(s):  
Katsumasa Miyazaki ◽  
Satoshi Kanno ◽  
Masayuki Ishiwata ◽  
Kunio Hasegawa ◽  
Soek Hwan Ahn ◽  
...  
Author(s):  
Jin Weon Kim ◽  
Yeon Soo Na ◽  
Chi Yong Park

Local wall-thinning due to flow-accelerated corrosion is one of the degradation mechanisms of carbon steel piping in nuclear power plant (NPP). It is a main concern in carbon steel piping systems in terms of the safety and operability of the NPP. Recently, the integrity of piping components containing local wall-thinning has become more important for maintaining the reliability of a nuclear piping system, and has been the subject of several studies. However, although wall-thinning in pipe bends and elbows has been frequently reported, its effect on the integrity of pipe bends and elbows has not yet been systematically investigated. Thus, the purpose of this study was to investigate the effect of the circumferential location of a local wall-thinning defect on the collapse behavior of an elbow. For this purpose, the present study used three-dimensional finite element analyses on a 90-degree elbow containing local wall-thinning at the crown of the bend region and evaluated the collapse moment of the wall-thinned elbow under various thinning geometries and loading conditions. The combined internal pressure and bending loads were considered as an applied load. Internal pressure of 0∼20 MPa and both closing-and opening-mode bending were applied. The results of the analyses showed that a reduction in the collapse moment of the elbow due to local wall-thinning was more significant when a defect was located at the crown than when a defect was located at the intrados and extrados. Also, the effect of the internal pressure on the collapse moment depended on the circumferential location of the thinning defect and mode of the bending load.


2007 ◽  
Vol 237 (4) ◽  
pp. 335-341 ◽  
Author(s):  
Koji Takahashi ◽  
Kotoji Ando ◽  
Masakazu Hisatsune ◽  
Kunio Hasegawa

Author(s):  
Shanshan Sun ◽  
Deqianga Zhou ◽  
Noritaka Yusa ◽  
Haicheng Song

This paper proposes to evaluate the local wall thinning of carbon steel pipe using an eddy current method. Firstly, the feature signals are determined by correlation analysis of the signals and the wall thinning sizes. Subsequently, the models for estimating the residual wall thickness rt is constructed using Gaussian process regression (GPR). Finally, the applicability of the models to the evaluation of local wall thinning is verified by simulation and experiment.


2005 ◽  
Vol 2005 (0) ◽  
pp. 303-304
Author(s):  
Koji TAKAHASHI ◽  
Ken INOUE ◽  
Kotoji ANDO ◽  
Masakazu HISATSUNE ◽  
Kunio HASEGAWA

2006 ◽  
Vol 326-328 ◽  
pp. 705-708
Author(s):  
Jong Ho Park ◽  
Joon Hyun Lee ◽  
Min Rae Lee

Local wall thinning is one of the major causes for the structural fracture of pipes of nuclear power plants. Therefore, assessment of local wall thinning due to corrosion is an important issue in nondestructive evaluation for the integrity of nuclear power plants. In this study, lasergenerated guided waves were used for pipe inspection, where a laser beam illuminated through linear slit array was used as the transmitter and the air-coupled transducer was used as the receiver. Slits was used in order to enhance the mode-selectivity of guided waves, since the space of slits is equal to the wavelength of the generated wave. The air-coupled transducer detected the selected single mode by turning its detection angle that was calculated from the relations between the wave propagation velocity in air and the phase velocity in dispersion curves. Experimental results for a 4- mm thick carbon steel pipe showed that the detection of the specific mode was useful in the distinction of the wall-thinning thickness in the carbon steel pipe.


1991 ◽  
Vol 57 (539) ◽  
pp. 1470-1474 ◽  
Author(s):  
Kunio HASEGAWA ◽  
Satoshi KANNO ◽  
Akihiko HIRANO ◽  
Masayuki ISHIWATA ◽  
Nobuho GOTOH

2006 ◽  
Vol 2006 (0) ◽  
pp. 631-632
Author(s):  
Takenobu UCHIDA ◽  
Toshiyuki MESHII ◽  
Tomohisa SUZUKI ◽  
Masayuki KAMAYA

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