Detail publikace
Testing of the Prefabricated Reinforced Concrete Pillars
ŠIMEK, O. ZICH, M. JANDA, M. DANĚK, P. NEČAS, R.
Originální název
Testing of the Prefabricated Reinforced Concrete Pillars
Anglický název
Testing of the Prefabricated Reinforced Concrete Pillars
Jazyk
en
Originální abstrakt
The subject of the article is the introduction of the results of the first series of tests of precast reinforced concrete pillars. These are the pillars simulating parts of walls that can, for example, form in the precast wall of residential buildings after an opening has been carved. The pillars are variously reinforced: from the simple reinforcement with wire mesh, to the reinforcement with standard reinforcement bars. Depending on the type of reinforcement and the type of loading, the deformation and stress state of the individual pillars are studied. All of the pillars failed due to local compression of the concrete, a transversal tensile failure occurred in all cases.
Anglický abstrakt
The subject of the article is the introduction of the results of the first series of tests of precast reinforced concrete pillars. These are the pillars simulating parts of walls that can, for example, form in the precast wall of residential buildings after an opening has been carved. The pillars are variously reinforced: from the simple reinforcement with wire mesh, to the reinforcement with standard reinforcement bars. Depending on the type of reinforcement and the type of loading, the deformation and stress state of the individual pillars are studied. All of the pillars failed due to local compression of the concrete, a transversal tensile failure occurred in all cases.
Dokumenty
BibTex
@inproceedings{BUT162001,
author="Ondřej {Šimek} and Miloš {Zich} and Miloslav {Janda} and Petr {Daněk} and Radim {Nečas}",
title="Testing of the Prefabricated Reinforced Concrete Pillars",
annote="The subject of the article is the introduction of the results of the first series of tests of precast reinforced concrete pillars. These are the pillars simulating parts of walls that can, for example, form in the precast wall of residential buildings after an opening has been carved. The pillars are variously reinforced: from the simple reinforcement with wire mesh, to the reinforcement with standard reinforcement bars. Depending on the type of reinforcement and the type of loading, the deformation and stress state of the individual pillars are studied. All of the pillars failed due to local compression of the concrete, a transversal tensile failure occurred in all cases.",
address="Solid State Phenomena",
booktitle="26th Concrete Days",
chapter="162001",
doi="10.4028/www.scientific.net/SSP.309.234",
howpublished="print",
institution="Solid State Phenomena",
year="2020",
month="august",
pages="234--239",
publisher="Solid State Phenomena",
type="conference paper"
}