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Whip restraint for a steam pipe rupture event on a nuclear power plant / Alfred Cornelius Pieters

One of the requirements of a safe nuclear power plant design is the postulation of the
dynamic effects of a steam pipe rupture. The dynamic effects are the discharging fluid and
pipe whip on structures, systems or components. A pipe rupture can be caused in the steam
pipe system where a defect such as a crack exists.
Multiple factors contribute to the initiation of pipe cracks during the plant’s life. Cracks may
start microscopically small and over time, with the assistance of cyclic operation, fatigue may
elongate the crack. When a steam pipe is cooled by water during an accident, steam
condensate may accumulate and form slugs of water. This water will have an effect on the
system termed condensation induced water hammer. The cause of the pipe rupture is not
addressed in this dissertation.
Pipe rupture can be considered to be either a circumferential or longitudinal break. For the
purpose of this dissertation only a circumferential break will be considered.
This research is based on the development of a pipe whip restraint structure to protect the
plant environment during a steam pipe rupture event in a nuclear power plant. It focuses on
a structural component required to restrain the dynamic energy to an acceptable level.
Whip restraints used in the nuclear industry are typically honeycomb, U-bar and crush pipe
types. In this dissertation only the U-bar and crush pipe whip restraints will be considered.
The plant environment, with regards to pipe layout, plays a large role in determining the type
of restraint to be used, whether it is U-bar or crush pipe. A whip towards the wall/structure
will favor a crush pipe; a whip away from the wall/structure will favor a U-bar restraint. In this
project the crush pipe is selected where the whip is towards a wall/structure. The crush pipe
also represents a simpler design.
First-order analysis is performed using the energy method to determine the conceptual
geometry of the whipping component and the restraint geometry. Second-order analysis
includes finite element analysis to verify the first-order results. In this dissertation the concept
validation is done using LS-PrePost. for the pre- and post-processing while the analysis is
performed using LS-DYNA ®. During the second-order analysis it was demonstrated that the
energy is successfully absorbed by the crush pipe and thus the first-order analysis is
considered adequate. / Thesis (MIng (Mechanical Engineering))--North-West University, Potchefstroom Campus, 2013

Identiferoai:union.ndltd.org:NWUBOLOKA1/oai:dspace.nwu.ac.za:10394/9391
Date January 2013
CreatorsPieters, Alfred Cornelius
PublisherNorth-West University
Source SetsNorth-West University
LanguageEnglish
Detected LanguageEnglish
TypeThesis

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