Experimental and theoretical investigation of composite truss beams
The design specifications of composite trusses are only partially included in the European standards. However this construction system can be considered as one of the most economical for building and bridge structures. To create an interaction between steel and concrete, it is necessary to prevent t...
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| Format: | Article |
| Language: | English |
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EDP Sciences
2018-01-01
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| Series: | MATEC Web of Conferences |
| Online Access: | https://doi.org/10.1051/matecconf/201817404001 |
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doaj-6fdb7de2b6624dc6be38007ad9db0bd22021-02-02T01:36:46ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011740400110.1051/matecconf/201817404001matecconf_ecce2018_04001Experimental and theoretical investigation of composite truss beamsBujnak JanMichalek PeterBaran WieslawThe design specifications of composite trusses are only partially included in the European standards. However this construction system can be considered as one of the most economical for building and bridge structures. To create an interaction between steel and concrete, it is necessary to prevent the relative slip at the steel and concrete interface using the shear connectors. But the local effects of a concentrated longitudinal shear force between steel truss chord and concrete slab, as special task, should be appropriately examined. The finite element analyses can be used to investigate numerically this structural system behaviour, exploiting several computer procedures. The experimental research has tested these procedures. The outputs of this study are presented in the paper.https://doi.org/10.1051/matecconf/201817404001 |
| collection |
DOAJ |
| language |
English |
| format |
Article |
| sources |
DOAJ |
| author |
Bujnak Jan Michalek Peter Baran Wieslaw |
| spellingShingle |
Bujnak Jan Michalek Peter Baran Wieslaw Experimental and theoretical investigation of composite truss beams MATEC Web of Conferences |
| author_facet |
Bujnak Jan Michalek Peter Baran Wieslaw |
| author_sort |
Bujnak Jan |
| title |
Experimental and theoretical investigation of composite truss beams |
| title_short |
Experimental and theoretical investigation of composite truss beams |
| title_full |
Experimental and theoretical investigation of composite truss beams |
| title_fullStr |
Experimental and theoretical investigation of composite truss beams |
| title_full_unstemmed |
Experimental and theoretical investigation of composite truss beams |
| title_sort |
experimental and theoretical investigation of composite truss beams |
| publisher |
EDP Sciences |
| series |
MATEC Web of Conferences |
| issn |
2261-236X |
| publishDate |
2018-01-01 |
| description |
The design specifications of composite trusses are only partially included in the European standards. However this construction system can be considered as one of the most economical for building and bridge structures. To create an interaction between steel and concrete, it is necessary to prevent the relative slip at the steel and concrete interface using the shear connectors. But the local effects of a concentrated longitudinal shear force between steel truss chord and concrete slab, as special task, should be appropriately examined. The finite element analyses can be used to investigate numerically this structural system behaviour, exploiting several computer procedures. The experimental research has tested these procedures. The outputs of this study are presented in the paper. |
| url |
https://doi.org/10.1051/matecconf/201817404001 |
| work_keys_str_mv |
AT bujnakjan experimentalandtheoreticalinvestigationofcompositetrussbeams AT michalekpeter experimentalandtheoreticalinvestigationofcompositetrussbeams AT baranwieslaw experimentalandtheoreticalinvestigationofcompositetrussbeams |
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1724311505559617536 |