Brick masonry response to wind driven rain

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F20%3A00517947" target="_blank" >RIV/68378297:_____/20:00517947 - isvavai.cz</a>

Výsledek na webu

<a href="https://doi.org/10.1016/j.engstruct.2019.110080" target="_blank" >https://doi.org/10.1016/j.engstruct.2019.110080</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.engstruct.2019.110080" target="_blank" >10.1016/j.engstruct.2019.110080</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Brick masonry response to wind driven rain

Popis výsledku v původním jazyce

This study develops an innovative wind tunnel testing methodology for assessing the hygro-mechanical response of brick masonry to wind driven rain. The results highlight that such response depends largely on material properties, rain load characteristics, saturation level and wetting history. Additionally, rain penetration, even during milder rainfall events, induces the degradation in mechanical properties, stress redistribution and curtailing of damage and failure stress thresholds in bricks. Finally, synergies with additional adverse conditions, such as temperature and salts, produce a combined damaging action that can undermine the structural integrity of building elements. Within the research framework, future work is also proposed.

Název v anglickém jazyce

Brick masonry response to wind driven rain

Popis výsledku anglicky

This study develops an innovative wind tunnel testing methodology for assessing the hygro-mechanical response of brick masonry to wind driven rain. The results highlight that such response depends largely on material properties, rain load characteristics, saturation level and wetting history. Additionally, rain penetration, even during milder rainfall events, induces the degradation in mechanical properties, stress redistribution and curtailing of damage and failure stress thresholds in bricks. Finally, synergies with additional adverse conditions, such as temperature and salts, produce a combined damaging action that can undermine the structural integrity of building elements. Within the research framework, future work is also proposed.

Druh

J_imp - Článek v periodiku v databázi Web of Science

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

—

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2020

Kód důvěrnosti údajů

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

Název periodika

Engineering Structures

ISSN

0141-0296

e-ISSN

—

Svazek periodika

204

Číslo periodika v rámci svazku

February

Stát vydavatele periodika

GB - Spojené království Velké Británie a Severního Irska

Počet stran výsledku

28

Strana od-do

110080

Kód UT WoS článku

000510607000006

EID výsledku v databázi Scopus

2-s2.0-85076237650