Seismic Analysis Of The Ignalina NPP
Downcomers Pipes
Author(s)
G. Dundulis & E. Uspuras
Abstract
The Ignalina NPP located in Lithuania, close to the borders of Belarus and
Latvia. The Baltic region is considered as an aseismic or of very low seismic
activity. However, the Ignalina NPP is in the area of the East-European platform,
at the junction of two large structure elements: the Baltic sineclize and the
Mazur-Belarus antiklize. Therefore, the crystal foundation and sediment case are
separated by a series of tectonic breaks. From the evidence of the tectonic
disintegration of this area, the probability of availability of tectonic
disintegration zones near the Ignalina NPP is relatively larger compared to the
neighbour regions. According this the seismic assessment of the Ignalina NPP is
important.
The seismic assessment of the downcomers pipes is presented in the paper.
The analysis was carried out according to code ASME III, division I, subsection
NC. The finite element method was used for the present analysis. The envelopes
of floor response spectrum were used for seismic analysis. The stresses of the
pipes were examined. The results of the seismic analysis confirmed that
downcomers pipes fulfil the ASME requirements.
Keywords: nuclear power plant, seismic analysis, finite element method, floor
response spectra, stress analysis.
1 Introduction
The Ignalina NPP operates a RBMK (Chanelized Large Power Reactor) type
reactor. Disadvantage of this reactor is extremely complex design of the
buildings and piping systems with respect to those built in Western countries.
The graphite structure consists of 2488 channels, made up of columns of bricks
each with an axial hole for the channel tube [2]. These channels are welded to the
Keywords
nuclear power plant, seismic analysis, finite element method, floor
response spectra, stress analysis.
Related Book
Other papers in this volume
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