Published 1993
| Version v1
Book
Study on strength of thick reinforced concrete slab with opening - Part 3: Nonlinear finite element analysis
- 1. Electric Power Development Company Ltd. (Japan)
- 2. Kobori Research Complex, Inc. (Japan)
Description
The behavior of the support slab for reactor core was studied by a nonlinear finite element analysis. This analysis gave a clear picture of the load-displacement relationship, the load-main rebar strain relationship,the yield of rebar, and the crack propagation. This analysis code is fully appropriate for use in evaluating the failure procedure of the support slab for reactor core, or thick reinforced concrete slabs with an opening. (author)
Additional details
Publishing Information
- Publisher
- Elsevier
- Imprint Place
- Amsterdam (Netherlands)
- ISBN
- 0-444-81515-5
- Imprint Title
- Transactions of the 12. international conference on Structural Mechanics in Reactor Technology (SMiRT). Volume H: Concrete and concrete structures
- Imprint Pagination
- 387 p.
- Journal Page Range
- p. 19-24
Conference
- Title
- 12. international conference on Structural Mechanics in Reactor Technology
- Acronym
- SMiRT 12
- Dates
- 15-20 Aug 1993
- Place
- Stuttgart (Germany)
INIS
- Country of Publication
- Netherlands
- Country of Input or Organization
- International Atomic Energy Agency (IAEA)
- INIS RN
- 36020909
- Subject category
- S42: ENGINEERING; S22: GENERAL STUDIES OF NUCLEAR REACTORS;
- Resource subtype / Literary indicator
- Conference
- Descriptors DEI
- FINITE ELEMENT METHOD; FLEXURAL STRENGTH; NONLINEAR PROBLEMS; REACTOR CORES; REINFORCED CONCRETE; SLABS; STATIC LOADS; SUPPORTS
- Descriptors DEC
- BUILDING MATERIALS; CALCULATION METHODS; COMPOSITE MATERIALS; CONCRETES; MATERIALS; MATHEMATICAL SOLUTIONS; MECHANICAL PROPERTIES; MECHANICAL STRUCTURES; NUMERICAL SOLUTION; REACTOR COMPONENTS; REINFORCED MATERIALS
Optional Information
- Notes
- 2 refs, 12 figs, 1 tab