Short circumferential through-wall cracked pipes subjected to stretch-bending load-Reference-Cited by-同舟云学术

Short circumferential through-wall cracked pipes subjected to stretch-bending load

Published:1998-03 Issue:2 Volume:180 Page:103-111
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Al-Ansary M,El-Domiaty A,Shabara M

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

Reference15 articles.

1. Approximate method for fracture analysis of tubular members subjected to combined tensile and bending loads;Brust;ASME J. Offshore Mech. Arctic Eng.,1994

2. Finite element calculation of stress intensity factors for complete circumferential surface cracks at the outer wall of a pipe;Grebner;Int. J. Fract.,1985

3. An extension of tearing instability theory to multiple loading parameters;Kaiser;Int. J. Fract.,1985

4. Background to and validation of CEGB Report R/H/R6—Revision 3;Milne;Int. J. Pressure Vessel Piping,1988

5. Paris, P.C., Tada, H., 1983. The application of fracture proof design methods using tearing instability theory to nuclear piping postulating circumferential through-wall cracks. Report NUREG/CR-3464, Nuclear Regulatory Commission, Washington, DC.

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