Determination of Tensile Properties of Adhesive Systems Intended for Bonded Façade

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F15%3APU114992" target="_blank" >RIV/00216305:26110/15:PU114992 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Determination of Tensile Properties of Adhesive Systems Intended for Bonded Façade

Popis výsledku v původním jazyce

This contribution is focused on an experimental tests concerning a usage of composite materials with wooden elements as a sheathing of a vented façade system with bonded joints. The potential of bonded joints in combination with composite cladding material was studied and described in more detail as well as verified through experimental measurements. Two test methods, defined by relevant European standards, were adopted and modified. Firstly, the frost resistance of the test specimens was determined bysubjecting them to a cyclic action of freezing and thawing, i.e. immersion into a water bath at (20 ? 3) °C for 6 hours and subsequent freezing to (-20 ? 2) °C for 18 hours within 15 cycles. The second test method includes conditioning of all test specimens with sudden temperature changes, heating to (70 ? 3) °C and subsequent cooling to (20 ? 2) °C, within 25 cycles. Subsequently, the substructure bonding retention to the cladding and strength in shear in tension stress was verified. It

Název v anglickém jazyce

Determination of Tensile Properties of Adhesive Systems Intended for Bonded Façade

Popis výsledku anglicky

This contribution is focused on an experimental tests concerning a usage of composite materials with wooden elements as a sheathing of a vented façade system with bonded joints. The potential of bonded joints in combination with composite cladding material was studied and described in more detail as well as verified through experimental measurements. Two test methods, defined by relevant European standards, were adopted and modified. Firstly, the frost resistance of the test specimens was determined bysubjecting them to a cyclic action of freezing and thawing, i.e. immersion into a water bath at (20 ? 3) °C for 6 hours and subsequent freezing to (-20 ? 2) °C for 18 hours within 15 cycles. The second test method includes conditioning of all test specimens with sudden temperature changes, heating to (70 ? 3) °C and subsequent cooling to (20 ? 2) °C, within 25 cycles. Subsequently, the substructure bonding retention to the cladding and strength in shear in tension stress was verified. It

Druh

O - Ostatní výsledky

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

<a href="/cs/project/FR-TI4%2F332" target="_blank" >FR-TI4/332: Nové technologie lepených obvodových plášťů budov s kotvícími prvky se zvýšenou odolností vůči korozi</a><br>

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2015

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů