Published 1993
| Version v1
Book
Response of masonry structure under impact load
Creators
- 1. Czech Technical University in Prague, Klokner Institute, Prague (Czech Republic)
Description
The paper deals with interaction of a short gaseous impact wave with a plate structure. Analyses of dynamic bending, depending on the parameters of the structure and the impact wave (i.e. the stress and displacement field produced by the resulting incident and reflected wave) have been made by FEM. The calculated data was based on the real material properties of this structure. Pressures greater than computed limit pressures result in the failure of the structure. The calculated and experimental data are compared. (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 J: Structural dynamics and extreme loads analysis
- Imprint Pagination
- 370 p.
- Journal Page Range
- p. 163-168
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
- 36026278
- Subject category
- S42: ENGINEERING;
- Resource subtype / Literary indicator
- Conference, Numerical Data
- Descriptors DEI
- BENDING; BUILDING MATERIALS; COMPARATIVE EVALUATIONS; DYNAMIC LOADS; EXPERIMENTAL DATA; FAILURES; FINITE ELEMENT METHOD; IMPACT SHOCK; IMPACT STRENGTH; MECHANICAL PROPERTIES; SHOCK WAVES; STRESS ANALYSIS; THEORETICAL DATA
- Descriptors DEC
- CALCULATION METHODS; DATA; DEFORMATION; EVALUATION; INFORMATION; MATERIALS; MATHEMATICAL SOLUTIONS; MECHANICAL PROPERTIES; NUMERICAL DATA; NUMERICAL SOLUTION
Optional Information
- Notes
- 4 refs, 5 figs, 1 tab