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Proceedings 2018, 2(8), 476; https://doi.org/10.3390/ICEM18-05357

Analytical Calculation of Load Tests of Curved Ceiling Elements Made of Carbon Concrete and Nonwovens Impregnated with Concrete

Institute of Concrete Structures, Technische Universität Dresden, 01062 Dresden, Germany
Presented at the 18th International Conference on Experimental Mechanics (ICEM18), Brussels, Belgium, 1–5 July 2018.
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Published: 15 June 2018
PDF [3332 KB, uploaded 26 June 2018]

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 carbon concrete; method for deformation calculation; concrete nonwoven; concrete shell; experimental investigations
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited (CC BY 4.0).
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Senckpiel, T.; Häußler-Combe, U. Analytical Calculation of Load Tests of Curved Ceiling Elements Made of Carbon Concrete and Nonwovens Impregnated with Concrete. Proceedings 2018, 2, 476.

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