Published September 1990 | Version v1
Report Metadata-only

Finite element nonlinear static and buckling analysis of cooling tower

Creators

  • 1. Institute Atomenergoproekt, Leningrad (USSR)

Description

The methods, algorithms and program of static and buckling analysis of high productive cooling tower with accounting of their interaction with support foundation and soil are regarded. The method of buckling, analysis which allows to investigate both local and global form of buckling is suggested. The method of static analysis with material and geometrical nonlinearities is described. The constitutive relation for nonlinear concrete which had been derived from flow theory are used. The special multilayered shell finite element is used. The numerical results of nonlinear static and buckling analysis are presented

Additional details

Publishing Information

Imprint Title
International cooling-tower and spray pond symposium. Proceedings
Imprint Pagination
605 p.
Journal Page Range
p. B3.1-B3.8.
Report number
EPRI-GS--6976

Conference

Title
7. international association for hydraulic research cooling tower and spraying pond symposium.
Dates
29 May - 2 Jun 1990.
Place
Leningrad (USSR).

INIS

Country of Publication
United States
Country of Input or Organization
United States
INIS RN
23008492
Subject category
S22: GENERAL STUDIES OF NUCLEAR REACTORS;
Resource subtype / Literary indicator
Conference, Non-conventional Literature
Descriptors DEI
ALGORITHMS; COOLING TOWERS; MATERIAL BUCKLING; MATHEMATICAL MODELS; NUMERICAL SOLUTION; STRESS ANALYSIS; USSR
Descriptors DEC
BUCKLING; DEVELOPED COUNTRIES; EUROPE

Optional Information

Secondary number(s)
CONF-9005267--.