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Non Linear Analysis with Model Investigation of Buried Pipelines

  • D. H. Jiang
  • M. C. Chang
  • C. J. Hsiao
  • C. C. Lee
  • Y. F. Lee
  • W. P. Lin
Conference paper
Part of the Lecture Notes in Engineering book series (LNENG, volume 26)

Abstract

In this paper our Institute has done the research on the reinferced concrete pipelines. The study includes the review on the development of the theory of thin cylindrical shell and performing the full scale test on pipe up to the collapse with different boundry conditions.

The result of the research done by us has shown that the behavior of buried concrete pipelines under the imposed loading can be better treated by the non-linearity for which the strength of the concrete pipe can have further extension over the yielding point which is still a little bit far from the ultimate strength of the reinforced concrete pipe.

Keywords

Full Scale Test Thin Cylindrical Shell Precast Concrete Concrete Pipe Settlement Phenomenon 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Reference

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Copyright information

© Springer-Verlag Berlin, Heidelberg 1987

Authors and Affiliations

  • D. H. Jiang
    • 1
  • M. C. Chang
    • 1
  • C. J. Hsiao
    • 1
  • C. C. Lee
    • 1
  • Y. F. Lee
    • 1
  • W. P. Lin
    • 1
  1. 1.Graduate Institute of Civil & Hydraulic Eng.Feng Chia UniversityTaichungTaiwan, China

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