Discrete modelling of endplate

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00207691" target="_blank" >RIV/68407700:21110/13:00207691 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

čeština

Original language name

Diskrétní modelování čelní desky

Original language description

The behaviour of endplate can be described using various analytical models. The most common analytical approach is component method. However this method can be used only for the joints with specific geometry and specific loading. This method gives reliable results for common endplate joints. On the other hand numerical methods, especially finite element method, can be used for the design of the joints with any geometry and any loading. Absence of guidelines for creation of numerical model and assessmentof the joint components limits using of the numerical methods. The aim of author?s research is creation of guidelines for modelling and assessment of endplate of bolted joints. This paper presents results of experimental and numerical investigation of Tstub, which usually simulate behaviour of the endplate. Two different specimens were prepared and experimentally investigated. Numerical models were created on the base of experimental results. Experimental results are compared to the re

Czech name

Diskrétní modelování čelní desky

Czech description

The behaviour of endplate can be described using various analytical models. The most common analytical approach is component method. However this method can be used only for the joints with specific geometry and specific loading. This method gives reliable results for common endplate joints. On the other hand numerical methods, especially finite element method, can be used for the design of the joints with any geometry and any loading. Absence of guidelines for creation of numerical model and assessmentof the joint components limits using of the numerical methods. The aim of author?s research is creation of guidelines for modelling and assessment of endplate of bolted joints. This paper presents results of experimental and numerical investigation of Tstub, which usually simulate behaviour of the endplate. Two different specimens were prepared and experimentally investigated. Numerical models were created on the base of experimental results. Experimental results are compared to the re

Type

D - Article in proceedings

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

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Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2013

Confidentiality

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

Article name in the collection

Sborník semináře doktorandů katedry ocelových a dřevěných konstrukcí

ISBN

978-80-01-05289-1

ISSN

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e-ISSN

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Number of pages

6

Pages from-to

59-64

Publisher name

ČVUT, Fakulta stavební, Katedra ocelových a dřevěných konstrukcí

Place of publication

Praha

Event location

Praha

Event date

Mar 26, 2013

Type of event by nationality

CST - Celostátní akce

UT code for WoS article

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