Tragverhalten biege- und querkraftbeanspruchter Bauteile aus funktional gradiertem Beton
Author(s): |
Michael Herrmann
Walter Haase |
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Medium: | journal article |
Language(s): | German |
Published in: | Beton- und Stahlbetonbau, June 2013, n. 6, v. 108 |
Page(s): | 382-394 |
DOI: | 10.1002/best.201300017 |
Abstract: |
Load bearing behaviour of functionally graded concrete components under flexural and shear stressThe grading of concrete components enables the adaptation of the internal material distribution according to static demands and requirements related to building physics. Customized elements can be fabricated by changing the concrete porosity continuously in three dimensions. In order to utilize the potential of this new construction method, the load bearing behaviour needs to be investigated and design methods need to be developed. |
Keywords: |
design shear force bending ultra high-performance concrete (UHPC) dimensioninig resource efficiency shear bearing capacity lightweight structure lightweight concrete materials concrete technology
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Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10068903 - Published on:
24/07/2013 - Last updated on:
13/08/2014