Innovative kritische Infrastrukturen mit Hochleistungsbetonen: Auslegungsmethoden gegen Flugzeuganprall
Author(s): |
Werner Riedel
Markus Nöldgen Alexander Stolz Wolfgang Wassmann |
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Medium: | journal article |
Language(s): | German |
Published in: | Beton- und Stahlbetonbau, August 2013, n. 8, v. 108 |
Page(s): | 540-551 |
DOI: | 10.1002/best.201300002 |
Abstract: |
Innovative critical infrastucture with high performance concrete: design against aircraft impactAircraft impact is taken into account as exceptional load case for exposed critical infrastructure such as nuclear plants and super-rise buildings. This contribution introduces the development and validation of new building concepts based on high performance concretes (HPC, UHPC). A high-rise building [1, 2] and a superstructure for existing nuclear power plants [2, 3] serve as examples with high performance concretes allowing innovative designs. The design methods "Two-Degree-of-Freedom Model" (TDOF, in German ZMS) and Finite Element Methods for transient and structural dynamics are used together with own validation experiments [5, 6] to derive the limit thicknesses of (ultra) high performance concrete elements with fiber reinforcement, protecting the vital zones of the buildings against impact and fire. |
Keywords: |
FEM ultra high-performance concrete (UHPC) high performance concrete HPC aircraft impact two-degree-of-freedom model high strain rate material behavior ballistic limit UHPC
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Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10069075 - Published on:
14/12/2013 - Last updated on:
13/08/2014