Eineinheitliches dreiaxiales Bruchkriterium für alle Betone
| Author(s): |
K. Speck
M. Curbach |
|---|---|
| Medium: | journal article |
| Language(s): | German |
| Published in: | Beton- und Stahlbetonbau, April 2010, n. 4, v. 105 |
| Page(s): | 233-243 |
| DOI: | 10.1002/best.200900077 |
| Abstract: |
A Unified Multiaxial Fracture Criterion for all ConcretesThe evaluation of numerous multiaxial tests has shown that the occurring failure mechanisms under a multiaxial load are basically the same for all types of concrete. This is true for normal to ultra high performance concrete, lightweight concrete, as well as for fibre concrete. The presented fracture criterion is based on these failure types and is adjusted by a corresponding calibration to the behaviour of each concrete. In the course of the upgrade of the CEB-FIP Model Code 90, it will find entry into the dimensioning specification. |
| Keywords: |
modeling standards ultra high-performance concrete (UHPC) lightweight concrete materials
|
| Available from: | Refer to publisher |
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data sheet - Reference-ID
10058555 - Published on:
17/11/2010 - Last updated on:
13/08/2014
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