Stabilizing legs with possibility of loss of stability to protect glass fibre reinforced polymer tank

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F49777513%3A23210%2F22%3A43965352" target="_blank" >RIV/49777513:23210/22:43965352 - isvavai.cz</a>

Výsledek na webu

<a href="https://www.sciencedirect.com/science/article/pii/S2214785322012573" target="_blank" >https://www.sciencedirect.com/science/article/pii/S2214785322012573</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1016/j.matpr.2022.02.598" target="_blank" >10.1016/j.matpr.2022.02.598</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Stabilizing legs with possibility of loss of stability to protect glass fibre reinforced polymer tank

Popis výsledku v původním jazyce

This work focuses on the optimization of the stabilizing legs of a Glass Fibre Reinforced Polymer under- ground tank. More specifically, the aim was to find a structure of the legs that compensates for the pos- sible failure of the tank when it is filled after being placed incorrectly in the ground, by losing their stability. On the other hand, the designed leg construction had to provide sufficient strength and rigidity when the tank is stored before the installation underground. The finite element method was used to ver- ify that the legs withstand the prescribed load. The finite element model assumed three types of loading: Empty tank loaded only by its own weight; empty tank loaded only by its own weight and crosswind; gradually filled tank with water. Moreover, it was verified that the legs lose stability in case of incorrect installation in the ground, thus protecting the tank from damage.

Název v anglickém jazyce

Stabilizing legs with possibility of loss of stability to protect glass fibre reinforced polymer tank

Popis výsledku anglicky

This work focuses on the optimization of the stabilizing legs of a Glass Fibre Reinforced Polymer under- ground tank. More specifically, the aim was to find a structure of the legs that compensates for the pos- sible failure of the tank when it is filled after being placed incorrectly in the ground, by losing their stability. On the other hand, the designed leg construction had to provide sufficient strength and rigidity when the tank is stored before the installation underground. The finite element method was used to ver- ify that the legs withstand the prescribed load. The finite element model assumed three types of loading: Empty tank loaded only by its own weight; empty tank loaded only by its own weight and crosswind; gradually filled tank with water. Moreover, it was verified that the legs lose stability in case of incorrect installation in the ground, thus protecting the tank from damage.

Druh

J_SC - Článek v periodiku v databázi SCOPUS

CEP obor

—

OECD FORD obor

20301 - Mechanical engineering

Projekt

<a href="/cs/project/EF18_069%2F0010040" target="_blank" >EF18_069/0010040: Výzkum aditivních technologií pro budoucí uplatnění ve strojírenské praxi - RTI plus</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2022

Kód důvěrnosti údajů

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

Název periodika

Materials Today: Proceedings

ISSN

2214-7853

e-ISSN

—

Svazek periodika

62

Číslo periodika v rámci svazku

January 2022

Stát vydavatele periodika

NL - Nizozemsko

Počet stran výsledku

7

Strana od-do

2475-2481

Kód UT WoS článku

—

EID výsledku v databázi Scopus

2-s2.0-85127192937