Component based finite element design of steel joints
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F20%3A00348851" target="_blank" >RIV/68407700:21110/20:00348851 - isvavai.cz</a>
Alternative codes found
RIV/00216305:26110/20:PU141978
Result on the web
<a href="https://doi.org/10.1002/cend.202000015" target="_blank" >https://doi.org/10.1002/cend.202000015</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1002/cend.202000015" target="_blank" >10.1002/cend.202000015</a>
Alternative languages
Result language
angličtina
Original language name
Component based finite element design of steel joints
Original language description
This paper describes the principles of multi-level Finite Element modelling for design of structural steel joints. The integral part of the design by Finite Elements is the Validation and Verification of the model and its results. For models by shell and solid elements it is mesh sensitivity study. In component bases finite element method (CBFEM), the steel plates are considered by materially nonlinear analysis (MNA). Their resistance in plastic stage is limited by strains. The behaviour of components, e.g. of bolts, anchor bolts, welds etc., is treated by introducing nonlinear springs representing its behaviour in terms of initial stiffness, ultimate resistance and deformation capacity. To show this process a contribution is prepared, which summarises the history of achievements of Finite Element Analyses (FEA) in structural steel joints. This paper shows differences between the research-oriented and design-oriented models and the current trends in modelling of connection components. Both have their roles in advanced analyses. The Validation & Verification is demonstrated on model of block shear during potential failure mode for gusset plate connection and for the base plates loaded by bending moments around both axes. The summary shows the potential in design of elements including their joints.
Czech name
—
Czech description
—
Classification
Type
J<sub>ost</sub> - Miscellaneous article in a specialist periodical
CEP classification
—
OECD FORD branch
20101 - Civil engineering
Result continuities
Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2020
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Civil engineering design
ISSN
2625-073X
e-ISSN
2625-073X
Volume of the periodical
2
Issue of the periodical within the volume
3
Country of publishing house
DE - GERMANY
Number of pages
12
Pages from-to
78-89
UT code for WoS article
—
EID of the result in the Scopus database
—