Published December 1993 | Version v1
Journal article

Post-test analysis of a 1:10-scale top slab model of ABWR/RCCV subjected to internal pressure

  • 1. Tokyo Electric Power Co., Civil Engineering and Architectural Div., Nuclear Power Construction Dept. (Japan)
  • 2. Toshiba Corp., Plant Design and Engineering Section, Plant and Equipment Engineering Dept., Nuclear Energy Group, Tokyo (Japan)
  • 3. Hitachi Works, Hitachi Ltd., Nuclear Equipment 1st Design Section, Ibaraki (Japan)
  • 4. Shimizu Corp., Nuclear Power Div., Tokyo (Japan)

Description

Construction of the first Advanced Boiling Water Reactor (ABWR) in Japan employing a reinforced concrete containment vessel (RCCV) was started in 1991. As RCCV itself is the first structure of its kind in Japan, thorough verification tests have been performed. This paper presents the results of simulation analysis of the Top Slab partial model of the RCCV subjected to internal pressure beyond design load. The Top Slab portion is complicated, being composed of a flat Top Slab, cylindrical wall and fuel pool girders, that its simulation analysis requires the evaluation of nonlinear structural behavior of reinforced concrete members due to membrane, bending and shear forces. This paper reports that Finite Element analysis with 3-D solid elements has given a good quantitative agreement between experimental and analysis results with respect to deformation, failure load and each nonlinear behavior. (orig.)

Additional details

Publishing Information

Journal Title
Nuclear Engineering and Design
Journal Volume
145
Journal Issue
3
Journal Page Range
p. 339-353.
ISSN
0029-5493
CODEN
NEDEAU

Conference

Title
5. workshop on containment integrity for nuclear power plants.
Dates
12-14 May 1992.
Place
Washington, DC (United States).