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Limit and shakedown analysis of pressurized pipelines containing defects

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Abstract

In this paper, the integrity assessment of pressurized pipelines containing defects is performed by direct simplified methods of limit and shakedown analysis. The defects considered are part-through slots of various geometrical configurations. The engineering situation considered here has practical importance in the pressure vessel and pipe industry. The results are compared with those obtained by a step-by-step procedure using the professional code ABAQUS and where possible, with those provided by semi-empirical formulae used in engineering. The simplified methods are found more economical and more reliable than marching solutions achieved by step-by-step evolutive elastic-plastic analysis. The effects of various part-through slots on the load-carrying capacities of pipelines are investigated.

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References

  1. Dowling AR, Townley SH. The effects of defects on structural failure: a two criteria approach.Int J Pres Ves & Piping, 1975, 3: 77–107

    Article  Google Scholar 

  2. Kitching R, Zarrabi K. Limit and burst pressures for cylindrical shells with part-through slots.Int J Pres Ves & Piping 1982, 10: 235–270

    Article  Google Scholar 

  3. Kitching R, Zarrabi K. Lower bound to limit pressure of thick-walled pipes with part-through slots on the outside surface.Int J Mech Sci, 1981, 23: 31–48

    Article  MATH  Google Scholar 

  4. Miller AG. Review of limit loads of structures containing defects.Int J Pres Ves & Piping, 1988, 32: 197–327

    Article  Google Scholar 

  5. Liu YH, Cen ZZ, Xu BY. Numerical limit analysis of cylindrical shells with part-through slots.Int J Pres Ves & Piping, 1995, 64: 73–82

    Article  Google Scholar 

  6. Liu YH, Cen ZZ, Xu BY. A numerical method for plastic limit analysis of 3-D structures.Int J Solids Structures, 1995, 32: 1645–1658

    Article  MATH  Google Scholar 

  7. Liu YH. A study of numerical methods for limit and shakedown analyses of structures and their engineering applications. Ph.D. thesis, Tsinghua University, Beijing, 1995

    Google Scholar 

  8. Cohn MZ, Maier G. Engineering Plasticity by Mathematical Programming. Oxford: Pergamon Press, 1979

    MATH  Google Scholar 

  9. Hibbitt, Karlsson, Sorensen, Inc. ABAQUS/Standard User's Manual, V.5.5, Providence, RI, 1995

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The project was supported by the National Science and Technology Commission of China and by the Department of Structural Engineering, Technical University of Milan, Italy

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Yinghua, L., Carvelli, V. & Maier, G. Limit and shakedown analysis of pressurized pipelines containing defects. Acta Mech Sinica 14, 65–75 (1998). https://doi.org/10.1007/BF02486831

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  • DOI: https://doi.org/10.1007/BF02486831

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