Event submissions
Published
This submission belongs to the session ICEM. ICEM 2018 of the event The Eighteenth International Conference of Experimental Mechanics
Published date
15 Jun, 2018
Citation
Tilo Senckpiel, Ulrich Häußler-Combe, 415 Analytical calculation of load tests of curved ceiling elements made of carbon concrete and nonwovens impregnated with concrete, in Proceedings of The Eighteenth International Conference of Experimental Mechanics, Brussels, 1 July–5 July 2018, MDPI: Basel, Switzerland, doi: 10.3390/ICEM18-05357
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415 Analytical calculation of load tests of curved ceiling elements made of carbon concrete and nonwovens impregnated with concrete
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Tilo Senckpiel 1
Ulrich Häußler-Combe 1
1. Institute of Concrete Structures, Technische Universität Dresden, 01062 Dresden, Germany
Abstract
Carbon reinforced concrete (in short: carbon concrete) allows thin cross sections and lightweight, high-strength structures. This is demonstrated in this article using the example of a lightweight, prefabricated ceiling girder. In addition to the new building material carbon concrete, another innovative cement-bonded composite material is used: concrete-impregnated nonwovens. The ceiling element is a very light, slim construction that is curved in the transverse direction. In addition to the material and construction, the article describes the experimental investigation and the possibility of calculation using an analytical approach.
Keywords
carbon concrete
method for deformation calculation
concrete nonwoven
concrete shell
experimental investigations
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