Experiments on the Buckling Behavior of Ring-Stiffened Pipelines under Hydrostatic Pressure
Author:
Affiliation:
1. Associate Professor, Dept. of Civil Engineering, Urmia Univ., Urmia, Iran, 15311–57561 (corresponding author).
2. Graduate Student, Dept. of Civil Engineering, Maragheh Azad Univ., Maragheh, Iran, 55131–345.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000080
Reference18 articles.
1. ABS. (2005). “Guide for building and classing subsea pipeline systems and risers.” 64–01 American Bureau of Shipping Houston.
2. API. (1999). “Design construction operation and maintenance of offshore hydrocarbon pipelines.” API RP 1111 American Petroleum Institute Washington D.C.
3. Effective Cross Sections of Asymmetric Rings on Cylindrical Shells
4. Estefen S. F. Aguiar L. A. D. and Alves T. M. J. (1996). “Correlation between analytical and experimental results for propagation buckling.” Proc. 15th Int. Conf. of Offshore Mechanics and Arctic Engineering Vol. 5 Florence Italy 187–193.
5. Physical modeling of untrenched submarine pipeline instability
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