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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EDP Sciences
2019-01-01
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Online Access: | https://www.matec-conferences.org/articles/matecconf/pdf/2019/34/matecconf_dynkon18_00021.pdf |
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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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1724297056591282176 |