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Design of calandria-end shield support diaphragm of Narora Atomic Power Project

Abstract

The calandria-end shield diaphragm is one of the important components in Narora Atomic Power Plant. The support diaphragm is designed against elastic and plastic instability failures. Method of analysis for elastic and plastic instability is discussed for normal loading, pipe rupture loading, and earthquake loading.
Publication Date:
Jan 01, 1975
Product Type:
Conference
Report Number:
INIS-mf-3108/27
Reference Number:
AIX-07-257856; ERA-02-013139; EDB-77-017678
Resource Relation:
Conference: Symposium on structural mechanics, Bombay, India, 20 Mar 1975
Subject:
21 SPECIFIC NUCLEAR REACTORS AND ASSOCIATED PLANTS; NARORA-1 REACTOR; CALANDRIAS; NARORA-2 REACTOR; REACTOR COMPONENTS; SHIELDS; STRESS ANALYSIS; SUPPORTS; CONTAINERS; HEAVY WATER COOLED REACTORS; HEAVY WATER MODERATED REACTORS; MECHANICAL STRUCTURES; NATURAL URANIUM REACTORS; PHWR TYPE REACTORS; POWER REACTORS; REACTORS; 210400* - Power Reactors, Nonbreeding, Otherwise Moderated or Unmoderated
OSTI ID:
7138408
Research Organizations:
Bhabha Atomic Research Centre, Bombay (India)
Country of Origin:
India
Language:
English
Availability:
INIS
Submitting Site:
INIS
Size:
Pages: 7
Announcement Date:
May 13, 2001

Citation Formats

Srivastava, S K, Nanda Kumar, S, and Kakodkar, A. Design of calandria-end shield support diaphragm of Narora Atomic Power Project. India: N. p., 1975. Web.
Srivastava, S K, Nanda Kumar, S, & Kakodkar, A. Design of calandria-end shield support diaphragm of Narora Atomic Power Project. India.
Srivastava, S K, Nanda Kumar, S, and Kakodkar, A. 1975. "Design of calandria-end shield support diaphragm of Narora Atomic Power Project." India.
@misc{etde_7138408,
title = {Design of calandria-end shield support diaphragm of Narora Atomic Power Project}
author = {Srivastava, S K, Nanda Kumar, S, and Kakodkar, A}
abstractNote = {The calandria-end shield diaphragm is one of the important components in Narora Atomic Power Plant. The support diaphragm is designed against elastic and plastic instability failures. Method of analysis for elastic and plastic instability is discussed for normal loading, pipe rupture loading, and earthquake loading.}
place = {India}
year = {1975}
month = {Jan}
}