The Ultimate Load of the Fiber-Reinforced Concrete Slab Foundations Subjected the Concentrated Load by ANSYS
The result's identifiers
Result code in 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>
Result on the web
<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>
Alternative languages
Result language
angličtina
Original language name
The Ultimate Load of the Fiber-Reinforced Concrete Slab Foundations Subjected the Concentrated Load by ANSYS
Original language description
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.
Czech name
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Czech description
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Classification
Type
J<sub>SC</sub> - Article in a specialist periodical, which is included in the SCOPUS database
CEP classification
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OECD FORD branch
20100 - Civil engineering
Result continuities
Project
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Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2022
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
International Research Journal of Multidisciplinary Technovation
ISSN
2582-1040
e-ISSN
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Volume of the periodical
4
Issue of the periodical within the volume
5
Country of publishing house
IN - INDIA
Number of pages
9
Pages from-to
18-26
UT code for WoS article
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EID of the result in the Scopus database
2-s2.0-85166902601