Das Druckgurtmodell für Stahlbetonbauteile
Author(s): |
V. Sigrist
|
---|---|
Medium: | journal article |
Language(s): | German |
Published in: | Beton- und Stahlbetonbau, August 2009, n. 8, v. 104 |
Page(s): | 496-504 |
DOI: | 10.1002/best.200900018 |
Abstract: |
Compression Chord Model for Structural ConcreteIn recent years, several theoretical models have been developed with the scope on the design of reinforced and prestressed concrete structures. Today, the tension chord model, the cracked membrane model and the compression chord model are available, with which the deformation behaviour as well as ultimate loads can be determined. In the present contribution the compression chord model is discussed in detail. The model takes the increase of strength and ductility due to a confining reinforcement into account and considers the softening as well as the localisation of deformations accompanying the fracture of concrete. On the basis of new test results plausible relations for the complex interdependencies between these effects are found. The results of the compression chord model are relevant for practical applications: The behaviour of compressed members (e.g. in bridge girders or columns) can be assessed reliably; moreover, hints for the detailing of reinforcement can be deduced. |
Keywords: |
compression member
|
Available from: | Refer to publisher |
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data sheet - Reference-ID
10062335 - Published on:
19/11/2010 - Last updated on:
13/08/2014