Experimental testing of 3DCP reinforcement Wall segments

Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F23%3APU149279" target="_blank" >RIV/00216305:26110/23:PU149279 - isvavai.cz</a>
Výsledek na webu
<a href="http://www.matec-conferences.org/articles/matecconf/pdf/2023/12/matecconf_ys2023_01031.pdf" target="_blank" >http://www.matec-conferences.org/articles/matecconf/pdf/2023/12/matecconf_ys2023_01031.pdf</a>
DOI - Digital Object Identifier
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Jazyk výsledku
angličtina
Název v původním jazyce
Experimental testing of 3DCP reinforcement Wall segments
Popis výsledku v původním jazyce
The wall segments are formed using additive layer-on-layer technology. The concrete mix is therefore laid in layers and the final desired element is gradually formed. The columns are adapted for lateral load testing, whereby they are subjected to three-point bending when loaded in service. A stress of 1 MPa is transmitted to these columns and the columns are progressively loaded with a horizontal force. The test is primarily to determine how much stress these columns can carry in the wall plane in tension bending. The results of the measurements are compared with brick masonry.
Název v anglickém jazyce
Experimental testing of 3DCP reinforcement Wall segments
Popis výsledku anglicky
The wall segments are formed using additive layer-on-layer technology. The concrete mix is therefore laid in layers and the final desired element is gradually formed. The columns are adapted for lateral load testing, whereby they are subjected to three-point bending when loaded in service. A stress of 1 MPa is transmitted to these columns and the columns are progressively loaded with a horizontal force. The test is primarily to determine how much stress these columns can carry in the wall plane in tension bending. The results of the measurements are compared with brick masonry.

Rok uplatnění
2023
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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