Influence of the Double Composite Action Solution in the Behavior of a High-Speed Railway Viaduct
Abstract This paper addresses the dynamic behavior of the La Scarpe viaduct, which consists of a continuous nine-span steel–concrete composite bridge belonging to the French HSR line TGV Nord. The main objective of the paper is to compare the responses of the existing viaduct with an alternative sol...
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| Veröffentlicht in: | Journal of bridge engineering 2020-07, Vol.25 (7) |
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| creator | Antonio Peixer Miguel de Antonio, Marco Carvalho, Hermes Montenegro, Pedro Aires Correia, José Antonio Bittencourt, Túlio Nogueira Calçada, Rui Artur Bártolo Guo, Tong |
| description | Abstract
This paper addresses the dynamic behavior of the La Scarpe viaduct, which consists of a continuous nine-span steel–concrete composite bridge belonging to the French HSR line TGV Nord. The main objective of the paper is to compare the responses of the existing viaduct with an alternative solution using a double composite action deck with a lower concrete slab in support regions. This slab stabilizes the compression flange, resulting in a reduction in the weight of steel and, consequently, a cost reduction of the global price of the structure. The model of the existing solution is validated with numerical and experimental results presented in the literature. The dynamic analyses performed in this work have been carried out with moving load models using the modal superposition method. The results permit us to draw conclusions between the advantages and disadvantages of the two studied solutions, mostly in terms of the global response of the bridge and in terms of the requirements proposed by the European standards in terms of traffic safety. |
| doi_str_mv | 10.1061/(ASCE)BE.1943-5592.0001563 |
| format | Article |
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This paper addresses the dynamic behavior of the La Scarpe viaduct, which consists of a continuous nine-span steel–concrete composite bridge belonging to the French HSR line TGV Nord. The main objective of the paper is to compare the responses of the existing viaduct with an alternative solution using a double composite action deck with a lower concrete slab in support regions. This slab stabilizes the compression flange, resulting in a reduction in the weight of steel and, consequently, a cost reduction of the global price of the structure. The model of the existing solution is validated with numerical and experimental results presented in the literature. The dynamic analyses performed in this work have been carried out with moving load models using the modal superposition method. The results permit us to draw conclusions between the advantages and disadvantages of the two studied solutions, mostly in terms of the global response of the bridge and in terms of the requirements proposed by the European standards in terms of traffic safety.</description><identifier>ISSN: 1084-0702</identifier><identifier>EISSN: 1943-5592</identifier><identifier>DOI: 10.1061/(ASCE)BE.1943-5592.0001563</identifier><language>eng</language><publisher>New York: American Society of Civil Engineers</publisher><subject>Bridges ; Case Studies ; Case Study ; Composite bridges ; Composite materials ; Compression ; Concrete slabs ; Decks ; High speed rail ; Mode superposition method ; Moving loads ; Railway engineering ; Steel ; Traffic accidents & safety ; Traffic safety</subject><ispartof>Journal of bridge engineering, 2020-07, Vol.25 (7)</ispartof><rights>2020 American Society of Civil Engineers</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a385t-b25a9424d99c2a0ec184362288e9f7f1ab245cba2c35783289013fcf64cbd5d23</citedby><cites>FETCH-LOGICAL-a385t-b25a9424d99c2a0ec184362288e9f7f1ab245cba2c35783289013fcf64cbd5d23</cites><orcidid>0000-0003-2554-0700 ; 0000-0002-4652-8068 ; 0000-0002-2375-7685</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)BE.1943-5592.0001563$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)BE.1943-5592.0001563$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,76193,76201</link.rule.ids></links><search><creatorcontrib>Antonio Peixer Miguel de Antonio, Marco</creatorcontrib><creatorcontrib>Carvalho, Hermes</creatorcontrib><creatorcontrib>Montenegro, Pedro Aires</creatorcontrib><creatorcontrib>Correia, José Antonio</creatorcontrib><creatorcontrib>Bittencourt, Túlio Nogueira</creatorcontrib><creatorcontrib>Calçada, Rui Artur Bártolo</creatorcontrib><creatorcontrib>Guo, Tong</creatorcontrib><title>Influence of the Double Composite Action Solution in the Behavior of a High-Speed Railway Viaduct</title><title>Journal of bridge engineering</title><description>Abstract
This paper addresses the dynamic behavior of the La Scarpe viaduct, which consists of a continuous nine-span steel–concrete composite bridge belonging to the French HSR line TGV Nord. The main objective of the paper is to compare the responses of the existing viaduct with an alternative solution using a double composite action deck with a lower concrete slab in support regions. This slab stabilizes the compression flange, resulting in a reduction in the weight of steel and, consequently, a cost reduction of the global price of the structure. The model of the existing solution is validated with numerical and experimental results presented in the literature. The dynamic analyses performed in this work have been carried out with moving load models using the modal superposition method. The results permit us to draw conclusions between the advantages and disadvantages of the two studied solutions, mostly in terms of the global response of the bridge and in terms of the requirements proposed by the European standards in terms of traffic safety.</description><subject>Bridges</subject><subject>Case Studies</subject><subject>Case Study</subject><subject>Composite bridges</subject><subject>Composite materials</subject><subject>Compression</subject><subject>Concrete slabs</subject><subject>Decks</subject><subject>High speed rail</subject><subject>Mode superposition method</subject><subject>Moving loads</subject><subject>Railway engineering</subject><subject>Steel</subject><subject>Traffic accidents & safety</subject><subject>Traffic safety</subject><issn>1084-0702</issn><issn>1943-5592</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp1kMtOwzAQRS0EEqXwDxZsYJHiZ2Kza0OglSohUWBrOY5DXaVxyQPUvydpC6xYzdXonhnpAHCJ0QijEN9ejxdxcjNJRlgyGnAuyQghhHlIj8Dgd3fcZSRYgCJETsFZXa-6DgslHQA9K_OitaWx0OewWVp479u0sDD2642vXWPh2DTOl3Dhi3YXXLnrTexSfzpf9ZyGU_e-DBYbazP4rF3xpbfwzemsNc05OMl1UduLwxyC14fkJZ4G86fHWTyeB5oK3gQp4VoywjIpDdHIGiwYDQkRwso8yrFOCeMm1cRQHglKhESY5iYPmUkznhE6BFf7u5vKf7S2btTKt1XZvVSEyihiJBS4a93tW6bydV3ZXG0qt9bVVmGkeqVK9UrVJFG9PtXrUwelHRzuYV0b-3f-h_wf_Aan0XnC</recordid><startdate>20200701</startdate><enddate>20200701</enddate><creator>Antonio Peixer Miguel de Antonio, Marco</creator><creator>Carvalho, Hermes</creator><creator>Montenegro, Pedro Aires</creator><creator>Correia, José Antonio</creator><creator>Bittencourt, Túlio Nogueira</creator><creator>Calçada, Rui Artur Bártolo</creator><creator>Guo, Tong</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7TN</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>KR7</scope><scope>L.G</scope><orcidid>https://orcid.org/0000-0003-2554-0700</orcidid><orcidid>https://orcid.org/0000-0002-4652-8068</orcidid><orcidid>https://orcid.org/0000-0002-2375-7685</orcidid></search><sort><creationdate>20200701</creationdate><title>Influence of the Double Composite Action Solution in the Behavior of a High-Speed Railway Viaduct</title><author>Antonio Peixer Miguel de Antonio, Marco ; Carvalho, Hermes ; Montenegro, Pedro Aires ; Correia, José Antonio ; Bittencourt, Túlio Nogueira ; Calçada, Rui Artur Bártolo ; Guo, Tong</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a385t-b25a9424d99c2a0ec184362288e9f7f1ab245cba2c35783289013fcf64cbd5d23</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Bridges</topic><topic>Case Studies</topic><topic>Case Study</topic><topic>Composite bridges</topic><topic>Composite materials</topic><topic>Compression</topic><topic>Concrete slabs</topic><topic>Decks</topic><topic>High speed rail</topic><topic>Mode superposition method</topic><topic>Moving loads</topic><topic>Railway engineering</topic><topic>Steel</topic><topic>Traffic accidents & safety</topic><topic>Traffic safety</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Antonio Peixer Miguel de Antonio, Marco</creatorcontrib><creatorcontrib>Carvalho, Hermes</creatorcontrib><creatorcontrib>Montenegro, Pedro Aires</creatorcontrib><creatorcontrib>Correia, José Antonio</creatorcontrib><creatorcontrib>Bittencourt, Túlio Nogueira</creatorcontrib><creatorcontrib>Calçada, Rui Artur Bártolo</creatorcontrib><creatorcontrib>Guo, Tong</creatorcontrib><collection>CrossRef</collection><collection>Aqualine</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Journal of bridge engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Antonio Peixer Miguel de Antonio, Marco</au><au>Carvalho, Hermes</au><au>Montenegro, Pedro Aires</au><au>Correia, José Antonio</au><au>Bittencourt, Túlio Nogueira</au><au>Calçada, Rui Artur Bártolo</au><au>Guo, Tong</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Influence of the Double Composite Action Solution in the Behavior of a High-Speed Railway Viaduct</atitle><jtitle>Journal of bridge engineering</jtitle><date>2020-07-01</date><risdate>2020</risdate><volume>25</volume><issue>7</issue><issn>1084-0702</issn><eissn>1943-5592</eissn><abstract>Abstract
This paper addresses the dynamic behavior of the La Scarpe viaduct, which consists of a continuous nine-span steel–concrete composite bridge belonging to the French HSR line TGV Nord. The main objective of the paper is to compare the responses of the existing viaduct with an alternative solution using a double composite action deck with a lower concrete slab in support regions. This slab stabilizes the compression flange, resulting in a reduction in the weight of steel and, consequently, a cost reduction of the global price of the structure. The model of the existing solution is validated with numerical and experimental results presented in the literature. The dynamic analyses performed in this work have been carried out with moving load models using the modal superposition method. The results permit us to draw conclusions between the advantages and disadvantages of the two studied solutions, mostly in terms of the global response of the bridge and in terms of the requirements proposed by the European standards in terms of traffic safety.</abstract><cop>New York</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)BE.1943-5592.0001563</doi><orcidid>https://orcid.org/0000-0003-2554-0700</orcidid><orcidid>https://orcid.org/0000-0002-4652-8068</orcidid><orcidid>https://orcid.org/0000-0002-2375-7685</orcidid></addata></record> |
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| source | American Society of Civil Engineers:NESLI2:Journals:2014 |
| subjects | Bridges Case Studies Case Study Composite bridges Composite materials Compression Concrete slabs Decks High speed rail Mode superposition method Moving loads Railway engineering Steel Traffic accidents & safety Traffic safety |
| title | Influence of the Double Composite Action Solution in the Behavior of a High-Speed Railway Viaduct |
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