<abstract xmlns="http://www.w3.org/1999/xhtml"><p>An additional concrete head or drop panels are not common solutions for strengthening flat slabs and have not yet been an adequately studied solution in the field of laboratory research. The investigation of drop panels in a laboratory is quite complicated, so that an examination directly at a construction site could be a better solution. Long-term measurement sensors were installed inside a concrete drop panel, which is on the bottom surface of a flat slab. Gauging was performed during various loading situations, including the loading of heavy machines, the ambient temperature load, and a uniformly distributed load. Results from the measurements are given in comparison with analytical models, which have been studied with respect to the influence of shrinkage and the bond-slip behaviour of a reinforcement.</p></abstract>

An additional concrete head or drop panels are not common solutions for strengthening flat slabs and have not yet been an adequately studied solution in the field of laboratory research. The investigation of drop panels in a laboratory is quite complicated, so that an examination directly at a construction site could be a better solution. Long-term measurement sensors were installed inside a concrete drop panel, which is on the bottom surface of a flat slab. Gauging was performed during various loading situations, including the loading of heavy machines, the ambient temperature load, and a uniformly distributed load. Results from the measurements are given in comparison with analytical models, which have been studied with respect to the influence of shrinkage and the bond-slip behaviour of a reinforcement.

Nonlinear Model of an Additional Concrete Head and its Comparison with Long-Term Measurements

Faculty of Civil Engineering, Dept. of Concrete and Masonry Structures

Slovak Journal of Civil Engineering

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

An additional concrete head or drop panels are not common solutions for strengthening flat slabs and have not yet been an adequately studied solution in the...

Nonlinear Model of an Additional Concrete Head and its Comparison with Long-Term Measurements

Publicado en línea: 04 oct 2018

Páginas: 1 - 10

DOI: https://doi.org/10.2478/sjce-2018-0014

Palabras clave
Concrete, Punching, Strengthening, Nonlinear models, Gauging

© 2018 Jan Nováček et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Nonlinear Model of an Additional Concrete Head and its Comparison with Long-Term Measurements

Publicado en línea: 04 oct 2018

Páginas: 1 - 10

DOI: https://doi.org/10.2478/sjce-2018-0014

Palabras claveConcrete, Punching, Strengthening, Nonlinear models, Gauging

© 2018 Jan Nováček et al., published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Palabras clave
Concrete, Punching, Strengthening, Nonlinear models, Gauging