Modelling and simulation of earthquake resistant 3D woven textile structural concrete composites
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F46747885%3A24410%2F15%3A00003210" target="_blank" >RIV/46747885:24410/15:00003210 - isvavai.cz</a>
Nalezeny alternativní kódy
RIV/46709002:_____/15:#0001035
Výsledek na webu
<a href="http://dx.doi.org/10.1016/j.compositesb.2015.07.008" target="_blank" >http://dx.doi.org/10.1016/j.compositesb.2015.07.008</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.compositesb.2015.07.008" target="_blank" >10.1016/j.compositesb.2015.07.008</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Modelling and simulation of earthquake resistant 3D woven textile structural concrete composites
Popis výsledku v původním jazyce
Abstract Concrete is a composite material composed of water, sand, coarse granular material called aggregate and cement that fills the space among the aggregate particles and glues them together. Conventional building structures are made up of steel skeleton with concrete impregnation. These are very heavy weight structures with steel vulnerable to corrosion. The conventional concrete structures tend to undergo large deformations in the event of a strong earthquake. Mechanical simulation of various textile structural concretes is carried out successfully for their ductility behaviour. 3D woven reinforced concretes display superior ductile character showing ray of hope to develop seismic resistant building. Simulation of three 3D woven fabrics and theircomposites was carried to predict ductility and strengths of fabric reinforced concrete structures. Maximum deformation was observed for beam reinforced with orthogonal interlock fabric under the same load and minimum deformation was obs
Název v anglickém jazyce
Modelling and simulation of earthquake resistant 3D woven textile structural concrete composites
Popis výsledku anglicky
Abstract Concrete is a composite material composed of water, sand, coarse granular material called aggregate and cement that fills the space among the aggregate particles and glues them together. Conventional building structures are made up of steel skeleton with concrete impregnation. These are very heavy weight structures with steel vulnerable to corrosion. The conventional concrete structures tend to undergo large deformations in the event of a strong earthquake. Mechanical simulation of various textile structural concretes is carried out successfully for their ductility behaviour. 3D woven reinforced concretes display superior ductile character showing ray of hope to develop seismic resistant building. Simulation of three 3D woven fabrics and theircomposites was carried to predict ductility and strengths of fabric reinforced concrete structures. Maximum deformation was observed for beam reinforced with orthogonal interlock fabric under the same load and minimum deformation was obs
Klasifikace
Druh
J<sub>x</sub> - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)
CEP obor
JI - Kompositní materiály
OECD FORD obor
—
Návaznosti výsledku
Projekt
<a href="/cs/project/LO1213" target="_blank" >LO1213: Excelentní Strojírenský Výzkum</a><br>
Návaznosti
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Ostatní
Rok uplatnění
2015
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
Composites B
ISSN
1359-8368
e-ISSN
—
Svazek periodika
81
Číslo periodika v rámci svazku
July
Stát vydavatele periodika
US - Spojené státy americké
Počet stran výsledku
7
Strana od-do
91-97
Kód UT WoS článku
000361406300010
EID výsledku v databázi Scopus
2-s2.0-84937908516