Some problems of strain mechanism of end-plate connections

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F23%3APU150414" target="_blank" >RIV/00216305:26110/23:PU150414 - isvavai.cz</a>

Result on the web

<a href="https://doi.org/10.1007/s41062-023-01074-0" target="_blank" >https://doi.org/10.1007/s41062-023-01074-0</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1007/s41062-023-01074-0" target="_blank" >10.1007/s41062-023-01074-0</a>

Result language

angličtina

Original language name

Some problems of strain mechanism of end-plate connections

Original language description

Joint behaviour has a significant effect on the response of the structural frame and must be included into the global analysis. The proposed paper is directed towards the influence of connection rotation on elongation of system length of beam. In order to describe generally the joint behaviour in the loading process, authors use characteristics applied in the theory of semi-rigid connections, i.e. M-phi relationship, where M is bending moment and phi is rotation; besides that they define another deformation component, so-called connection unfolding c, and analogically introduce M-c relationship. An immediate application of relationships M-phi and M-c rests in the rotation stiffness determination S = M/phi (transferred from the theory of semi-rigid connections) and in the newly introduced, so-called translational characteristics T = M/c; these quantities are later applied in the derived stiffness matrix of a connected beam. The paper is focused above all on the determination of relationships M-phi and M-c in header plate connections of the selected geometrical configuration.

Czech name

—

Czech description

—

Type

J_imp - Article in a specialist periodical, which is included in the Web of Science database

CEP classification

—

OECD FORD branch

20100 - Civil engineering

Project

—

Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2023

Confidentiality

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

Name of the periodical

Innovative Infrastructure Solutions

ISSN

2364-4184

e-ISSN

—

Volume of the periodical

8

Issue of the periodical within the volume

3

Country of publishing house

CH - SWITZERLAND

Number of pages

11

Pages from-to

„“-„“

UT code for WoS article

000943166100002

EID of the result in the Scopus database

2-s2.0-85149491175