Selection of Thrust Restraints for Above Ground Pressure Pipes With Expansion Joints

Authors

  •   Paulraj S. Vice President, Civil Design, BGR Energy Systems Limited, 443, Anna Salai, Teynampet, Chennai, Tamilnadu, 600018

DOI:

https://doi.org/10.17010/ijce/2018/v1i2/140570

Keywords:

Axial Tension

, Equilibrium, Expansion Joint, Saddle, Shut-Off Pressure, Thrust Restraint

Manuscript received May15

, 2018, revised June 5, June 8, 2018. Date of publication July 6, 2018

Abstract

Pressure pipes used in various industrial applications are subjected to internal pressures of a high order by the fluids carried by them. Though such pipes of various materials of construction are designed to withstand these pressures, strength and stability of pipes at bends either below or above ground require careful examination to achieve external equilibrium specifically when diameters are large. The following discussion is intended to bring forth the different industrial practices in addressing the question of external stability of pipes at bends above ground under various operating conditions. It presents an analysis on the right selection of thrust restraints for such applications.

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Published

2018-07-01

How to Cite

S., P. (2018). Selection of Thrust Restraints for Above Ground Pressure Pipes With Expansion Joints. AMC Indian Journal of Civil Engineering, 1(2), 7–11. https://doi.org/10.17010/ijce/2018/v1i2/140570

References

Amer. Water Works Assoc. (AWWA) Manual M11, Steel Pipe - A Guide for Design and Installation, 4th ed., 2004, pp. 191- 192.

Thrust restraint design for buried piping, C27-2008, Common Design Guidelines, 2008, pp. 1-12.

Expansion Joint Manufacturers' Assoc. (EJMA), 10th ed., 2015.

Plain and Reinforced Concrete Code of Practice, 4th revision, IS 456 (2000).