Zur Querkrafttragfähigkeit von Spannbeton-Fertigdecken bei biegeweicher Lagerung [Teil 1]
Modellentwicklung
| Author(s): |
Thomas Roggendorf
Josef Hegger |
|---|---|
| Medium: | journal article |
| Language(s): | German |
| Published in: | Beton- und Stahlbetonbau, August 2011, n. 8, v. 106 |
| Page(s): | 531-539 |
| DOI: | 10.1002/best.201100032 |
| Abstract: |
Shear resistance of prestressed hollow core slabs on flexible supports - Part 1: Model derivationThe shear resistance of hollow core slabs is considerably reduced when the slabs are bedded on flexible supports like slender beams or girders instead of rigid walls. So far, there is no standardised design concept to determine the residual bearing capacity appropriately. This paper describes the derivation of a design model to determine the shear resistance of precast prestressed hollow core slabs on flexible supports. |
| Keywords: |
composite shear force flexible support dimensioninig shear bearing capacity shear pre-stressed concrete precast elements
|
| Available from: | Refer to publisher |
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data sheet - Reference-ID
10065925 - Published on:
06/10/2011 - Last updated on:
30/09/2018
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