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Bemessung und Konstruktion von zweiachsig gespannten Stahlbetondecken mit abgeflachten rotationssymmetrischen Hohlkörpern

Author(s):



Medium: journal article
Language(s): German
Published in: Beton- und Stahlbetonbau, , n. 9, v. 107
Page(s): 590-600
DOI: 10.1002/best.201200027
Abstract:

Design and construction of two-way spanning reinforced concrete slabs with flattened rotationally symmetrical void formers

For the realization of lightweight, two-way spanning concrete slabs, hollow body systems are increasingly used, resulting in economic and resource-efficient constructions. In the design and construction, the special structural behavior of these systems must be considered. In order to establish a safe design model, experimental investigations are required. By numerical investigations, the tests can be modeled and parametric studies can be carried out. Simplifications and design tools allow a simple design and construction similar to the conventional reinforced concrete slabs. By considering the design and detailing rules of two-way spanning concrete slabs with flattened rotationally symmetrical void formers, the safety level required by the building authority is met.

Keywords:
hollow block floors punching shear bearing capacity
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/best.201200027.
  • About this
    data sheet
  • Reference-ID
    10067513
  • Published on:
    29/03/2013
  • Last updated on:
    13/08/2014
 
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