Moment Resistance of I-Section End-Plate Roof Girder Splices; A Case Study

Moment Resistance of I-Section End-Plate Roof Girder Splices; A Case Study

This article deals with the problem of determining the resistance of end-plate connections. A nonlinear FEM model of the joint was constructed in order to predict its carrying capacity. A standard code procedure was done as well. The analyses have been done to assess atypical end-plate joints design...

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Bibliographic Details
Main Authors: Żółtowski K., Kalitowski P.
Format: Article
Language:English
Published: Sciendo 2016-12-01
Series:Archives of Civil Engineering
Subjects:
non-preloaded end-plate joint
bending connection
FEM analysis
sports hall roof
Online Access:http://www.degruyter.com/view/j/ace.2016.62.issue-4/ace-2015-0105/ace-2015-0105.xml?format=INT
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spelling doaj-d1ca518d8f644cfea123e8c1ed78fc4b2020-11-24T21:20:00ZengSciendoArchives of Civil Engineering1230-29452016-12-0162418720010.1515/ace-2015-0105ace-2015-0105Moment Resistance of I-Section End-Plate Roof Girder Splices; A Case StudyŻółtowski K.0Kalitowski P.1 DSc., PhD., Eng., prof. of Gdansk University of Technology, Faculty of Civil and Environmental Engineering, St. Gabriela Narutowicza 11/12, 80-233 Gdansk, Poland M., Eng., Gdansk University of Technology, Faculty of Civil and Environmental Engineering, St. Gabriela Narutowicza 11/12, 80-233 Gdansk, PolandThis article deals with the problem of determining the resistance of end-plate connections. A nonlinear FEM model of the joint was constructed in order to predict its carrying capacity. A standard code procedure was done as well. The analyses have been done to assess atypical end-plate joints designed and constructed as a part of roof structures.http://www.degruyter.com/view/j/ace.2016.62.issue-4/ace-2015-0105/ace-2015-0105.xml?format=INTnon-preloaded end-plate jointbending connectionFEM analysissports hall roof
collection DOAJ
language English
format Article
sources DOAJ
author Żółtowski K.
Kalitowski P.
spellingShingle Żółtowski K.
Kalitowski P.
Moment Resistance of I-Section End-Plate Roof Girder Splices; A Case Study
Archives of Civil Engineering
non-preloaded end-plate joint
bending connection
FEM analysis
sports hall roof
author_facet Żółtowski K.
Kalitowski P.
author_sort Żółtowski K.
title Moment Resistance of I-Section End-Plate Roof Girder Splices; A Case Study
title_short Moment Resistance of I-Section End-Plate Roof Girder Splices; A Case Study
title_full Moment Resistance of I-Section End-Plate Roof Girder Splices; A Case Study
title_fullStr Moment Resistance of I-Section End-Plate Roof Girder Splices; A Case Study
title_full_unstemmed Moment Resistance of I-Section End-Plate Roof Girder Splices; A Case Study
title_sort moment resistance of i-section end-plate roof girder splices; a case study
publisher Sciendo
series Archives of Civil Engineering
issn 1230-2945
publishDate 2016-12-01
description This article deals with the problem of determining the resistance of end-plate connections. A nonlinear FEM model of the joint was constructed in order to predict its carrying capacity. A standard code procedure was done as well. The analyses have been done to assess atypical end-plate joints designed and constructed as a part of roof structures.
topic non-preloaded end-plate joint
bending connection
FEM analysis
sports hall roof
url http://www.degruyter.com/view/j/ace.2016.62.issue-4/ace-2015-0105/ace-2015-0105.xml?format=INT
work_keys_str_mv AT zołtowskik momentresistanceofisectionendplateroofgirdersplicesacasestudy
AT kalitowskip momentresistanceofisectionendplateroofgirdersplicesacasestudy
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