Comparison of experimental and finite element analytical results for the strength and the deformation of pipes with local wall thinning subjected to bending moment-Reference-Cited by-同舟云学术

Comparison of experimental and finite element analytical results for the strength and the deformation of pipes with local wall thinning subjected to bending moment

Published:2006-01 Issue:2 Volume:236 Page:140-155
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Ahn Seok-Hwan,Nam Ki-Woo,Takahashi Koji,Ando Kotoji

Publisher

Elsevier BV

Subject

Mechanical Engineering,Waste Management and Disposal,Safety, Risk, Reliability and Quality,General Materials Science,Nuclear Energy and Engineering,Nuclear and High Energy Physics

Reference11 articles.

1. Fracture behavior of straight pipe and elbow with local wall thinning;Ahn;Nucl. Eng. Des.,2002

2. ASME Boiler and Pressure Vessel Code Section III, 1992.

3. ASME Boiler and Pressure Vessel Code Section XI, 1995.

4. Deardorff, A.F., Bush, S.H., 1990. Development of ASME Section XI Criteria erosion–corrosion thinning of carbon steel piping, ASME PVP-186, NDE-7, 71–75.

5. Kanninen, M.F., Zahoor, A., Wilkowski, G., Abousayed, I., marschall, C., Broek, D., Sampath, S., Rhee, H., Ahmad, J., 1982. Instability predictions for circumferentially cracked Type-304 stainless pipes under dynamic loading. EPRI NP-2347, 1 and 2, EPRI, Palo Alto.

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