Published 1987 | Version v1
Book

Numerical analysis of impact and blast loading on reinforced concrete slabs and shells

Creators

  • 1. Ceske Vysoke Uceni Technicke, Prague (Czechoslovakia). Building Research Inst.

Description

Materially nonlinear structural analysis is always based on a compromise between the desired complexity and accuracy of the material law and the efficiency of the computer code. The optimum choice depends on the structure to be analyzed, the type of loading, the purpose of the analysis and other aspects. A simple material law was devised for reinforced concrete shells, plates and frames subject to intense transient dynamic loading. (orig./GL)

Additional details

Publishing Information

Publisher
Balkema.
Imprint Place
Rotterdam (Netherlands)
ISBN
90-6191-763-8
Imprint Title
Transactions of the 9th international conference on structural mechanics in reactor technology. Vol. B
Imprint Pagination
637 p.
Journal Page Range
p. 95-99.

Conference

Title
9. biennial international conference on structural mechanics in reactor technology (SMIRT-9).
Dates
17-21 Aug 1987.
Place
Lausanne (Switzerland).

INIS

Country of Publication
Netherlands
Country of Input or Organization
Netherlands
INIS RN
19028500
Subject category
S42: ENGINEERING;
Resource subtype / Literary indicator
Conference
Descriptors DEI
COMPUTERIZED SIMULATION; CONTAINERS; DYNAMIC LOADS; IMPACT TESTS; REINFORCED CONCRETE; SHELLS; SLABS; STRESSES; TRANSIENTS
Descriptors DEC
BUILDING MATERIALS; COMPOSITE MATERIALS; CONCRETES; MATERIALS; MATERIALS TESTING; MECHANICAL TESTS; REINFORCED MATERIALS; SIMULATION; TESTING