The Ultimate Load of the Fiber-Reinforced Concrete Slab Foundations Subjected the Concentrated Load by ANSYS
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F22%3A10254274" target="_blank" >RIV/61989100:27120/22:10254274 - isvavai.cz</a>
Výsledek na webu
<a href="https://www.scopus.com/record/display.uri?eid=2-s2.0-85166902601&origin=resultslist&sort=plf-f&src=s&sid=43241193a9f9b91aebbd6e7a4c84b9b9&sot=b&sdt=b&s=TITLE-ABS-KEY%28The+Ultimate+Load+of+the+Fiber-Reinforced+Concrete+Slab+Foundations+Subjected+the+Concentrated+Load+by+ANSYS%29&sl=123&sessionSearchId=43241193a9f9b91aebbd6e7a4c84b9b9&relpos=0" target="_blank" >https://www.scopus.com/record/display.uri?eid=2-s2.0-85166902601&origin=resultslist&sort=plf-f&src=s&sid=43241193a9f9b91aebbd6e7a4c84b9b9&sot=b&sdt=b&s=TITLE-ABS-KEY%28The+Ultimate+Load+of+the+Fiber-Reinforced+Concrete+Slab+Foundations+Subjected+the+Concentrated+Load+by+ANSYS%29&sl=123&sessionSearchId=43241193a9f9b91aebbd6e7a4c84b9b9&relpos=0</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.54392/irjmt2253" target="_blank" >10.54392/irjmt2253</a>
Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
The Ultimate Load of the Fiber-Reinforced Concrete Slab Foundations Subjected the Concentrated Load by ANSYS
Popis výsledku v původním jazyce
In practice, the slab foundation is used widely in civil engineering. Besides the concrete material, fiber concrete is applied more popular in the slab foundations. Determining the ultimate load of the slab foundations is a complex problem due to the relation of the soil-structure interaction (SSI) problem, which depends on both the structures and the subsoil characteristics. ANSYS is a finite element software which is a reliable and effective technique to simulate the structure model. This paper aims to determine the ultimate load of the fiber-reinforced concrete slab on the ground subjected to the concentrated load by ANSYS software. The nonlinear material of the structure and the subsoil will be considered in this work. The validation test of the numerical model will be through the experiment data. This study has shown that the numerical model is reliable for the structure design. (C) The Author(s) 2022.
Název v anglickém jazyce
The Ultimate Load of the Fiber-Reinforced Concrete Slab Foundations Subjected the Concentrated Load by ANSYS
Popis výsledku anglicky
In practice, the slab foundation is used widely in civil engineering. Besides the concrete material, fiber concrete is applied more popular in the slab foundations. Determining the ultimate load of the slab foundations is a complex problem due to the relation of the soil-structure interaction (SSI) problem, which depends on both the structures and the subsoil characteristics. ANSYS is a finite element software which is a reliable and effective technique to simulate the structure model. This paper aims to determine the ultimate load of the fiber-reinforced concrete slab on the ground subjected to the concentrated load by ANSYS software. The nonlinear material of the structure and the subsoil will be considered in this work. The validation test of the numerical model will be through the experiment data. This study has shown that the numerical model is reliable for the structure design. (C) The Author(s) 2022.
Klasifikace
Druh
J<sub>SC</sub> - Článek v periodiku v databázi SCOPUS
CEP obor
—
OECD FORD obor
20100 - Civil engineering
Návaznosti výsledku
Projekt
—
Návaznosti
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Ostatní
Rok uplatnění
2022
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název periodika
International Research Journal of Multidisciplinary Technovation
ISSN
2582-1040
e-ISSN
—
Svazek periodika
4
Číslo periodika v rámci svazku
5
Stát vydavatele periodika
IN - Indická republika
Počet stran výsledku
9
Strana od-do
18-26
Kód UT WoS článku
—
EID výsledku v databázi Scopus
2-s2.0-85166902601