The robustness of reinforced concrete tied arch bridges: A case study
The robustness of a structural systems is understood as their ability to prevent or reduce the consequences of a local (exceptional and/or extreme) event. The current work aims to address the issues related to the evaluation of robustness of structures with incorporated damage. The case study of an...
Gespeichert in:
| Veröffentlicht in: | Structural concrete : journal of the FIB 2023-08, Vol.24 (4), p.4504-4514 |
|---|---|
| Hauptverfasser: | , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 4514 |
|---|---|
| container_issue | 4 |
| container_start_page | 4504 |
| container_title | Structural concrete : journal of the FIB |
| container_volume | 24 |
| creator | Formisano, Antonio Felitti, Matteo Oliveto, Francesco Mendicino, Lorenzo |
| description | The robustness of a structural systems is understood as their ability to prevent or reduce the consequences of a local (exceptional and/or extreme) event. The current work aims to address the issues related to the evaluation of robustness of structures with incorporated damage. The case study of an existing reinforced concrete arch bridge is investigated in terms of robustness considering the variation of both the cracking state from concrete spalling and the corrosion of reinforcement bars. The damage variation related to these different matters is assessed both in terms of intensity and occurrence in the various structural elements of the bridge. Finally, the structural robustness index is estimated through push‐down analysis to make an overall assessment of the bridge behavior. |
| doi_str_mv | 10.1002/suco.202200374 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2854673701</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2854673701</sourcerecordid><originalsourceid>FETCH-LOGICAL-c3574-ad3c6920bcb24ef61a43aeaca7f8e14c8aa96b94e762158a83d50463061d39063</originalsourceid><addsrcrecordid>eNqFkE1LAzEQhoMoWKtXzwHPW_O1ya63UmoVCj3YnkM2O2u31E3N7CL996ZU9Ohp3oHnnYGHkHvOJpwx8YiDDxPBhGBMGnVBRtzkPDNaFZcpK60yxY25JjeIu8SnnI_IfL0FGkM1YN8BIg0NjdB2TYgeaupD5yP0QPs2bS76La1iW78DPtEp9Q6BYj_Ux1ty1bg9wt3PHJPN83w9e8mWq8XrbLrMvMyNylwtvS4Fq3wlFDSaOyUdOO9MUwBXvnCu1FWpwGjB88IVss6Z0pJpXsuSaTkmD-e7hxg-B8De7sIQu_TSiiJX2kjDeKImZ8rHgBihsYfYfrh4tJzZkyp7UmV_VaVCeS58tXs4_kPbt81s9df9BpcVbKU</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2854673701</pqid></control><display><type>article</type><title>The robustness of reinforced concrete tied arch bridges: A case study</title><source>Access via Wiley Online Library</source><creator>Formisano, Antonio ; Felitti, Matteo ; Oliveto, Francesco ; Mendicino, Lorenzo</creator><creatorcontrib>Formisano, Antonio ; Felitti, Matteo ; Oliveto, Francesco ; Mendicino, Lorenzo</creatorcontrib><description>The robustness of a structural systems is understood as their ability to prevent or reduce the consequences of a local (exceptional and/or extreme) event. The current work aims to address the issues related to the evaluation of robustness of structures with incorporated damage. The case study of an existing reinforced concrete arch bridge is investigated in terms of robustness considering the variation of both the cracking state from concrete spalling and the corrosion of reinforcement bars. The damage variation related to these different matters is assessed both in terms of intensity and occurrence in the various structural elements of the bridge. Finally, the structural robustness index is estimated through push‐down analysis to make an overall assessment of the bridge behavior.</description><identifier>ISSN: 1464-4177</identifier><identifier>EISSN: 1751-7648</identifier><identifier>DOI: 10.1002/suco.202200374</identifier><language>eng</language><publisher>Weinheim: WILEY‐VCH Verlag GmbH & Co. KGaA</publisher><subject>arch bridge ; Arch bridges ; Concrete bridges ; corrosion ; Cracking (fracturing) ; Damage ; push‐down analysis ; Reinforced concrete ; Robustness ; Spalling ; Structural members</subject><ispartof>Structural concrete : journal of the FIB, 2023-08, Vol.24 (4), p.4504-4514</ispartof><rights>2023 The Authors. published by John Wiley & Sons Ltd on behalf of International Federation for Structural Concrete.</rights><rights>2023. This article is published under http://creativecommons.org/licenses/by-nc-nd/4.0/ (the “License”). Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the terms of the License.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c3574-ad3c6920bcb24ef61a43aeaca7f8e14c8aa96b94e762158a83d50463061d39063</citedby><cites>FETCH-LOGICAL-c3574-ad3c6920bcb24ef61a43aeaca7f8e14c8aa96b94e762158a83d50463061d39063</cites><orcidid>0000-0003-3592-4011</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://onlinelibrary.wiley.com/doi/pdf/10.1002%2Fsuco.202200374$$EPDF$$P50$$Gwiley$$Hfree_for_read</linktopdf><linktohtml>$$Uhttps://onlinelibrary.wiley.com/doi/full/10.1002%2Fsuco.202200374$$EHTML$$P50$$Gwiley$$Hfree_for_read</linktohtml><link.rule.ids>314,780,784,1417,27924,27925,45574,45575</link.rule.ids></links><search><creatorcontrib>Formisano, Antonio</creatorcontrib><creatorcontrib>Felitti, Matteo</creatorcontrib><creatorcontrib>Oliveto, Francesco</creatorcontrib><creatorcontrib>Mendicino, Lorenzo</creatorcontrib><title>The robustness of reinforced concrete tied arch bridges: A case study</title><title>Structural concrete : journal of the FIB</title><description>The robustness of a structural systems is understood as their ability to prevent or reduce the consequences of a local (exceptional and/or extreme) event. The current work aims to address the issues related to the evaluation of robustness of structures with incorporated damage. The case study of an existing reinforced concrete arch bridge is investigated in terms of robustness considering the variation of both the cracking state from concrete spalling and the corrosion of reinforcement bars. The damage variation related to these different matters is assessed both in terms of intensity and occurrence in the various structural elements of the bridge. Finally, the structural robustness index is estimated through push‐down analysis to make an overall assessment of the bridge behavior.</description><subject>arch bridge</subject><subject>Arch bridges</subject><subject>Concrete bridges</subject><subject>corrosion</subject><subject>Cracking (fracturing)</subject><subject>Damage</subject><subject>push‐down analysis</subject><subject>Reinforced concrete</subject><subject>Robustness</subject><subject>Spalling</subject><subject>Structural members</subject><issn>1464-4177</issn><issn>1751-7648</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>24P</sourceid><sourceid>WIN</sourceid><recordid>eNqFkE1LAzEQhoMoWKtXzwHPW_O1ya63UmoVCj3YnkM2O2u31E3N7CL996ZU9Ohp3oHnnYGHkHvOJpwx8YiDDxPBhGBMGnVBRtzkPDNaFZcpK60yxY25JjeIu8SnnI_IfL0FGkM1YN8BIg0NjdB2TYgeaupD5yP0QPs2bS76La1iW78DPtEp9Q6BYj_Ux1ty1bg9wt3PHJPN83w9e8mWq8XrbLrMvMyNylwtvS4Fq3wlFDSaOyUdOO9MUwBXvnCu1FWpwGjB88IVss6Z0pJpXsuSaTkmD-e7hxg-B8De7sIQu_TSiiJX2kjDeKImZ8rHgBihsYfYfrh4tJzZkyp7UmV_VaVCeS58tXs4_kPbt81s9df9BpcVbKU</recordid><startdate>202308</startdate><enddate>202308</enddate><creator>Formisano, Antonio</creator><creator>Felitti, Matteo</creator><creator>Oliveto, Francesco</creator><creator>Mendicino, Lorenzo</creator><general>WILEY‐VCH Verlag GmbH & Co. KGaA</general><general>Wiley Subscription Services, Inc</general><scope>24P</scope><scope>WIN</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QQ</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0003-3592-4011</orcidid></search><sort><creationdate>202308</creationdate><title>The robustness of reinforced concrete tied arch bridges: A case study</title><author>Formisano, Antonio ; Felitti, Matteo ; Oliveto, Francesco ; Mendicino, Lorenzo</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c3574-ad3c6920bcb24ef61a43aeaca7f8e14c8aa96b94e762158a83d50463061d39063</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>arch bridge</topic><topic>Arch bridges</topic><topic>Concrete bridges</topic><topic>corrosion</topic><topic>Cracking (fracturing)</topic><topic>Damage</topic><topic>push‐down analysis</topic><topic>Reinforced concrete</topic><topic>Robustness</topic><topic>Spalling</topic><topic>Structural members</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Formisano, Antonio</creatorcontrib><creatorcontrib>Felitti, Matteo</creatorcontrib><creatorcontrib>Oliveto, Francesco</creatorcontrib><creatorcontrib>Mendicino, Lorenzo</creatorcontrib><collection>Wiley Online Library (Open Access Collection)</collection><collection>Wiley Online Library Free Content</collection><collection>CrossRef</collection><collection>Ceramic Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Structural concrete : journal of the FIB</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Formisano, Antonio</au><au>Felitti, Matteo</au><au>Oliveto, Francesco</au><au>Mendicino, Lorenzo</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>The robustness of reinforced concrete tied arch bridges: A case study</atitle><jtitle>Structural concrete : journal of the FIB</jtitle><date>2023-08</date><risdate>2023</risdate><volume>24</volume><issue>4</issue><spage>4504</spage><epage>4514</epage><pages>4504-4514</pages><issn>1464-4177</issn><eissn>1751-7648</eissn><abstract>The robustness of a structural systems is understood as their ability to prevent or reduce the consequences of a local (exceptional and/or extreme) event. The current work aims to address the issues related to the evaluation of robustness of structures with incorporated damage. The case study of an existing reinforced concrete arch bridge is investigated in terms of robustness considering the variation of both the cracking state from concrete spalling and the corrosion of reinforcement bars. The damage variation related to these different matters is assessed both in terms of intensity and occurrence in the various structural elements of the bridge. Finally, the structural robustness index is estimated through push‐down analysis to make an overall assessment of the bridge behavior.</abstract><cop>Weinheim</cop><pub>WILEY‐VCH Verlag GmbH & Co. KGaA</pub><doi>10.1002/suco.202200374</doi><tpages>11</tpages><orcidid>https://orcid.org/0000-0003-3592-4011</orcidid><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1464-4177 |
| ispartof | Structural concrete : journal of the FIB, 2023-08, Vol.24 (4), p.4504-4514 |
| issn | 1464-4177 1751-7648 |
| language | eng |
| recordid | cdi_proquest_journals_2854673701 |
| source | Access via Wiley Online Library |
| subjects | arch bridge Arch bridges Concrete bridges corrosion Cracking (fracturing) Damage push‐down analysis Reinforced concrete Robustness Spalling Structural members |
| title | The robustness of reinforced concrete tied arch bridges: A case study |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-20T08%3A22%3A19IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=The%20robustness%20of%20reinforced%20concrete%20tied%20arch%20bridges:%20A%20case%20study&rft.jtitle=Structural%20concrete%20:%20journal%20of%20the%20FIB&rft.au=Formisano,%20Antonio&rft.date=2023-08&rft.volume=24&rft.issue=4&rft.spage=4504&rft.epage=4514&rft.pages=4504-4514&rft.issn=1464-4177&rft.eissn=1751-7648&rft_id=info:doi/10.1002/suco.202200374&rft_dat=%3Cproquest_cross%3E2854673701%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2854673701&rft_id=info:pmid/&rfr_iscdi=true |