Simulation of Partial Interaction for Composite Deck of “Al-SABTEA Bridge” Taking The Influence of Static Vehicle loads

The composite bridge has consisted of different materials such as the girder to be steel or precast that connected with deck concrete slab using shear connectors for working as one. In the present study ALSABTEA bridge rehabilitation of the space of the bridge using the composite steel girder existi...

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Autores principales:	Hmood Qassim Yehya, Abbas Ali Laftah
Formato:	article
Lenguaje:	EN FR
Publicado:	EDP Sciences 2021
Materias:	ansys finite element composite steel-concrete girder shear connector Environmental sciences GE1-350
Acceso en línea:	https://doaj.org/article/a69cfe7049cd410aa4cd4ecf9d4adc73
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id	oai:doaj.org-article:a69cfe7049cd410aa4cd4ecf9d4adc73
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spelling	oai:doaj.org-article:a69cfe7049cd410aa4cd4ecf9d4adc732021-11-12T11:43:51ZSimulation of Partial Interaction for Composite Deck of “Al-SABTEA Bridge” Taking The Influence of Static Vehicle loads2267-124210.1051/e3sconf/202131803015https://doaj.org/article/a69cfe7049cd410aa4cd4ecf9d4adc732021-01-01T00:00:00Zhttps://www.e3s-conferences.org/articles/e3sconf/pdf/2021/94/e3sconf_icge2021_03015.pdfhttps://doaj.org/toc/2267-1242The composite bridge has consisted of different materials such as the girder to be steel or precast that connected with deck concrete slab using shear connectors for working as one. In the present study ALSABTEA bridge rehabilitation of the space of the bridge using the composite steel girder existing composite bridge constructed in Diyala-Iraq in 1981 that designed and constructed to behave as full interaction. Representation of composite steel bridge using finite element approach with different parameters to assess the doing of the composite bridge under the effects of static loading using actual dimensions and mechanical properties. The representation of channel shear connectors through elements of COMBIN39 provided simple and powerful modeling of the connectors in comparison with using elements of the 3D solid types. Examining the push-out test and comparing results with the model established by ANSYS proved the proposed numerical model could represent the shear connector's behavior. The difference is small (2.5% to 3.7%) between the model by using the representation shear connector as solid element and combined 39 also, the difference in the results of displacement is small (5%) between the experimental test and model established by ANSYS. The effect has been studied included. Partial and full interaction of Al-SABTEA Bridge under the effects of Static loadings applied at bridge based on Iraqi specification where the final assessment the results deflection within permissible limits according to all models.Hmood Qassim YehyaAbbas Ali LaftahEDP Sciencesarticleansysfinite elementcomposite steel-concrete girdershear connectorEnvironmental sciencesGE1-350ENFRE3S Web of Conferences, Vol 318, p 03015 (2021)
institution	DOAJ
collection	DOAJ
language	EN FR
topic	ansys finite element composite steel-concrete girder shear connector Environmental sciences GE1-350
spellingShingle	ansys finite element composite steel-concrete girder shear connector Environmental sciences GE1-350 Hmood Qassim Yehya Abbas Ali Laftah Simulation of Partial Interaction for Composite Deck of “Al-SABTEA Bridge” Taking The Influence of Static Vehicle loads
description	The composite bridge has consisted of different materials such as the girder to be steel or precast that connected with deck concrete slab using shear connectors for working as one. In the present study ALSABTEA bridge rehabilitation of the space of the bridge using the composite steel girder existing composite bridge constructed in Diyala-Iraq in 1981 that designed and constructed to behave as full interaction. Representation of composite steel bridge using finite element approach with different parameters to assess the doing of the composite bridge under the effects of static loading using actual dimensions and mechanical properties. The representation of channel shear connectors through elements of COMBIN39 provided simple and powerful modeling of the connectors in comparison with using elements of the 3D solid types. Examining the push-out test and comparing results with the model established by ANSYS proved the proposed numerical model could represent the shear connector's behavior. The difference is small (2.5% to 3.7%) between the model by using the representation shear connector as solid element and combined 39 also, the difference in the results of displacement is small (5%) between the experimental test and model established by ANSYS. The effect has been studied included. Partial and full interaction of Al-SABTEA Bridge under the effects of Static loadings applied at bridge based on Iraqi specification where the final assessment the results deflection within permissible limits according to all models.
format	article
author	Hmood Qassim Yehya Abbas Ali Laftah
author_facet	Hmood Qassim Yehya Abbas Ali Laftah
author_sort	Hmood Qassim Yehya
title	Simulation of Partial Interaction for Composite Deck of “Al-SABTEA Bridge” Taking The Influence of Static Vehicle loads
title_short	Simulation of Partial Interaction for Composite Deck of “Al-SABTEA Bridge” Taking The Influence of Static Vehicle loads
title_full	Simulation of Partial Interaction for Composite Deck of “Al-SABTEA Bridge” Taking The Influence of Static Vehicle loads
title_fullStr	Simulation of Partial Interaction for Composite Deck of “Al-SABTEA Bridge” Taking The Influence of Static Vehicle loads
title_full_unstemmed	Simulation of Partial Interaction for Composite Deck of “Al-SABTEA Bridge” Taking The Influence of Static Vehicle loads
title_sort	simulation of partial interaction for composite deck of “al-sabtea bridge” taking the influence of static vehicle loads
publisher	EDP Sciences
publishDate	2021
url	https://doaj.org/article/a69cfe7049cd410aa4cd4ecf9d4adc73
work_keys_str_mv	AT hmoodqassimyehya simulationofpartialinteractionforcompositedeckofalsabteabridgetakingtheinfluenceofstaticvehicleloads AT abbasalilaftah simulationofpartialinteractionforcompositedeckofalsabteabridgetakingtheinfluenceofstaticvehicleloads
_version_	1718430637665288192

Simulation of Partial Interaction for Composite Deck of “Al-SABTEA Bridge” Taking The Influence of Static Vehicle loads

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