Limit load solutions of thick-walled cylinders with fully circumferential cracks under combined internal pressure and axial tension-Reference-Cited by-同舟云学术

Limit load solutions of thick-walled cylinders with fully circumferential cracks under combined internal pressure and axial tension

Published:2008-09 Issue:9 Volume:238 Page:2155-2164
ISSN:0029-5493
Container-title:Nuclear Engineering and Design
language:en
Short-container-title:Nuclear Engineering and Design

Author:

Gao Zengliang,Cai Gangsi,Liang Lihua,Lei Yuebao

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.

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2. Ainsworth, R.A., 2000. The limit load for an uncracked cylinder under pressure, bending and end load. British Energy Report E/REP/GEN/0027/00. Gloucester, UK.

3. Delfin, P., 1996. Limit load solutions for cylinders with circumferential cracks subjected to tension and bending. SAQ/FoU-Report 96/05. SAQ Kontroll AB. Stockholm, Sweden.

4. Plastic limit loads of defective pipes under combined internal pressure and axial tension;Heitzer;Int. J. Mech. Sci.,2002

5. Hales, R., Budden, P.J., 1998. An alternative method for estimating the time to initiation of Type IV cracking in R5, vol. 7. Nuclear Electric Report EPD/GEN/REP/0323/98. Gloucester, UK.

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