Dynamic tests of composite footbridge segment – experimental and numerical studies

Experimental dynamic tests and numerical simulations of a 3 meters long segment of a footbridge made of polymer composites are presented in the paper. The span-length is reduced, however dimensions of cross-section are the same as the target footbridge. The segment structure is made of sandwich pane...

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Main Authors: Wiczenbach Tomasz, Ferenc Tomasz, Pyrzowski Łukasz, Chróścielewski Jacek
Format: Article
Language:English
Published: EDP Sciences 2019-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2019/34/matecconf_dynkon18_00021.pdf
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spelling doaj-b7df240a52e44ae783e967012dc910952021-02-02T08:30:29ZengEDP SciencesMATEC Web of Conferences2261-236X2019-01-012850002110.1051/matecconf/201928500021matecconf_dynkon18_00021Dynamic tests of composite footbridge segment – experimental and numerical studiesWiczenbach Tomasz0Ferenc Tomasz1Pyrzowski Łukasz2Chróścielewski Jacek3Faculty of Civil and Environmental Engineering, Gdansk University of TechnologyFaculty of Civil and Environmental Engineering, Gdansk University of TechnologyFaculty of Civil and Environmental Engineering, Gdansk University of TechnologyFaculty of Civil and Environmental Engineering, Gdansk University of TechnologyExperimental dynamic tests and numerical simulations of a 3 meters long segment of a footbridge made of polymer composites are presented in the paper. The span-length is reduced, however dimensions of cross-section are the same as the target footbridge. The segment structure is made of sandwich panels, which consist of fibre reinforced polymer (GFRP) laminates (skins) and a PET foam (core). The first part of the paper contains description and results of experimental dynamic tests, which were subjected to the structure. The excitations during these tests was realised by a group of people standing or jumping on the structure deck. The obtained results allowed to determine natural frequencies as well as damping ratios. Moreover, cyclic loading was applied to the structure deck to check the possibility of delamination or debonding occurrence, as a result of repetitive dynamic excitations. The second part contains validation of numerical model - results of numerical analysis and its comparison with the experimental ones.https://www.matec-conferences.org/articles/matecconf/pdf/2019/34/matecconf_dynkon18_00021.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Wiczenbach Tomasz
Ferenc Tomasz
Pyrzowski Łukasz
Chróścielewski Jacek
spellingShingle Wiczenbach Tomasz
Ferenc Tomasz
Pyrzowski Łukasz
Chróścielewski Jacek
Dynamic tests of composite footbridge segment – experimental and numerical studies
MATEC Web of Conferences
author_facet Wiczenbach Tomasz
Ferenc Tomasz
Pyrzowski Łukasz
Chróścielewski Jacek
author_sort Wiczenbach Tomasz
title Dynamic tests of composite footbridge segment – experimental and numerical studies
title_short Dynamic tests of composite footbridge segment – experimental and numerical studies
title_full Dynamic tests of composite footbridge segment – experimental and numerical studies
title_fullStr Dynamic tests of composite footbridge segment – experimental and numerical studies
title_full_unstemmed Dynamic tests of composite footbridge segment – experimental and numerical studies
title_sort dynamic tests of composite footbridge segment – experimental and numerical studies
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2019-01-01
description Experimental dynamic tests and numerical simulations of a 3 meters long segment of a footbridge made of polymer composites are presented in the paper. The span-length is reduced, however dimensions of cross-section are the same as the target footbridge. The segment structure is made of sandwich panels, which consist of fibre reinforced polymer (GFRP) laminates (skins) and a PET foam (core). The first part of the paper contains description and results of experimental dynamic tests, which were subjected to the structure. The excitations during these tests was realised by a group of people standing or jumping on the structure deck. The obtained results allowed to determine natural frequencies as well as damping ratios. Moreover, cyclic loading was applied to the structure deck to check the possibility of delamination or debonding occurrence, as a result of repetitive dynamic excitations. The second part contains validation of numerical model - results of numerical analysis and its comparison with the experimental ones.
url https://www.matec-conferences.org/articles/matecconf/pdf/2019/34/matecconf_dynkon18_00021.pdf
work_keys_str_mv AT wiczenbachtomasz dynamictestsofcompositefootbridgesegmentexperimentalandnumericalstudies
AT ferenctomasz dynamictestsofcompositefootbridgesegmentexperimentalandnumericalstudies
AT pyrzowskiłukasz dynamictestsofcompositefootbridgesegmentexperimentalandnumericalstudies
AT chroscielewskijacek dynamictestsofcompositefootbridgesegmentexperimentalandnumericalstudies
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