Behaviour of slender stiffeners in extended end-plate joints

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F19%3A00337263" target="_blank" >RIV/68407700:21110/19:00337263 - isvavai.cz</a>

Result on the web

—

DOI - Digital Object Identifier

—

Result language

angličtina

Original language name

Behaviour of slender stiffeners in extended end-plate joints

Original language description

The paper shows the current trends in advanced modelling of joints and differences of the re-search oriented and design oriented models. The behaviour of the slender stiffeners in extend-ed end-plate joints is presented. The finite element method is employed to examine the re-sistance of a joint with an extended end-plate connection. The FE model is validated to results of experimental tests and verified by an analytical solution based on existing formulas.

Czech name

—

Czech description

—

Type

D - Article in proceedings

CEP classification

—

OECD FORD branch

20102 - Construction engineering, Municipal and structural engineering

Project

<a href="/en/project/TJ01000315" target="_blank" >TJ01000315: Advanced design of joints with steel elements in timber structures</a><br>

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year

2019

Confidentiality

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

Article name in the collection

XIICMM - Reviewed Proceedings of the XII Conference on Steel and Composite Construction

ISBN

978-989-99251-6-8

ISSN

—

e-ISSN

—

Number of pages

9

Pages from-to

605-613

Publisher name

Associação Portuguesa de Contrução Metálica e Mista

Place of publication

Coimbra

Event location

Coimbra

Event date

Nov 21, 2019

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

—