Lateral-Torsional Buckling of Structural Glass Beams. Experimental, Theoretical and Numerical Analysis

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F18%3APU129740" target="_blank" >RIV/00216305:26110/18:PU129740 - isvavai.cz</a>

Výsledek na webu

<a href="http://www.ijscer.com/" target="_blank" >http://www.ijscer.com/</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.18178/ijscer.7.4.323-330" target="_blank" >10.18178/ijscer.7.4.323-330</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Lateral-Torsional Buckling of Structural Glass Beams. Experimental, Theoretical and Numerical Analysis

Popis výsledku v původním jazyce

This paper deals with experimental research of stability behaviour of laminated structural glass beams. The purpose of the research is the evaluation of lateral-torsional buckling resistance and actual behaviour of the beams due to absence of standards for design of glass load-bearing structures. The experimental research follows the previous one focusing on measuring of initial geometrical imperfections of glass members and experimental evaluation of flexural buckling resistance of structural glass columns. Within the frame of the research 9 specimens were tested. Experiment results were compared with analytical analysis and numerical analysis based on finite element method using initial imperfections resulted from Southwell's plot. The goal of the research is to develop buckling curve parameters to simple calculation of buckling resistance.

Název v anglickém jazyce

Lateral-Torsional Buckling of Structural Glass Beams. Experimental, Theoretical and Numerical Analysis

Popis výsledku anglicky

This paper deals with experimental research of stability behaviour of laminated structural glass beams. The purpose of the research is the evaluation of lateral-torsional buckling resistance and actual behaviour of the beams due to absence of standards for design of glass load-bearing structures. The experimental research follows the previous one focusing on measuring of initial geometrical imperfections of glass members and experimental evaluation of flexural buckling resistance of structural glass columns. Within the frame of the research 9 specimens were tested. Experiment results were compared with analytical analysis and numerical analysis based on finite element method using initial imperfections resulted from Southwell's plot. The goal of the research is to develop buckling curve parameters to simple calculation of buckling resistance.

Druh

J_ost - Ostatní články v recenzovaných periodicích

CEP obor

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OECD FORD obor

20101 - Civil engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2018

Kód důvěrnosti údajů

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

Název periodika

International Journal of Strucutral and Civil Engineering Research

ISSN

2319-6009

e-ISSN

—

Svazek periodika

7

Číslo periodika v rámci svazku

4

Stát vydavatele periodika

US - Spojené státy americké

Počet stran výsledku

8

Strana od-do

323-330

Kód UT WoS článku

—

EID výsledku v databázi Scopus

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