Longitudinal load distribution of a weakly connected prefabricated bridge abutment
A new type of prefabricated abutment with a weak connection is proposed. The longitudinal load (like banking force, earth pressure) distribution of this new type of prefabricated abutment was analyzed based on the hinge-joined slab method. A simplified method for calculating the stiffness parameters...
Gespeichert in:
| Veröffentlicht in: | Archive of applied mechanics (1991) 2021-10, Vol.91 (10), p.4121-4140 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 4140 |
|---|---|
| container_issue | 10 |
| container_start_page | 4121 |
| container_title | Archive of applied mechanics (1991) |
| container_volume | 91 |
| creator | Xia, Leilei Hu, Zhijian Shah, Yasir Ibrahim |
| description | A new type of prefabricated abutment with a weak connection is proposed. The longitudinal load (like banking force, earth pressure) distribution of this new type of prefabricated abutment was analyzed based on the hinge-joined slab method. A simplified method for calculating the stiffness parameters of the panels was introduced. The influence lines of the longitudinal load on the prefabricated abutment of an actual bridge were calculated by using the proposed theoretical method and finite element method. The comparison between theoretical calculation and simulation results shows that the theoretical calculation method proposed in this paper is correct. In order to investigate the influence of the different thicknesses of the cap beam and dimensions of prefabricated panels on the calculation error of the theoretical calculation method. The influence lines of the prefabricated abutments with different parameters were calculated theoretically and simulated. All calculation errors of the central values of influence lines were less than 20% when the thickness of the cap beam changes from 0.8 to 2.4 m, the errors were all less than 10% when the thickness of the cap beam was 1.2–1.575 m. This calculation further verified that the theoretical calculation method proposed in this paper is suitable for longitudinal load distribution of a weakly connected Prefabricated bridge abutment. It provides a reference for the design and theoretical calculation of prefabricated abutment. |
| doi_str_mv | 10.1007/s00419-021-01995-1 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2574028559</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2574028559</sourcerecordid><originalsourceid>FETCH-LOGICAL-c319t-778a2ca2dadb37f9323e6817e4b17ee11cfcc50f04fe5b694f444b4c36589ed23</originalsourceid><addsrcrecordid>eNp9kEtLAzEUhYMoWKt_wFXAdfTm1ZkspagVCoLoOmTyKFOnk5rMIP33po7gzs19wPku5x6ErincUoDqLgMIqggwSoAqJQk9QTMqOCOwqOkpmoHiilDJ-Tm6yHkLRS8ZzNDrOvabdhhd25sOd9E47No8pLYZhzb2OAZs8Jc3H90B29j33g7e4X3ywTSptea4lcFtPDYF2fl-uERnwXTZX_32OXp_fHhbrsj65el5eb8mllM1kKqqDbOGOeMaXgXFGffFa-VFU4qn1AZrJQQQwctmoUQQQjTC8oWslXeMz9HNdHef4ufo86C3cUzljayZrASwWkpVVGxS2RRzLr71PrU7kw6agj5mp6fsdMlO_2SnaYH4BOUi7jc-_Z3-h_oGDrNyoQ</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2574028559</pqid></control><display><type>article</type><title>Longitudinal load distribution of a weakly connected prefabricated bridge abutment</title><source>SpringerLink Journals - AutoHoldings</source><creator>Xia, Leilei ; Hu, Zhijian ; Shah, Yasir Ibrahim</creator><creatorcontrib>Xia, Leilei ; Hu, Zhijian ; Shah, Yasir Ibrahim</creatorcontrib><description>A new type of prefabricated abutment with a weak connection is proposed. The longitudinal load (like banking force, earth pressure) distribution of this new type of prefabricated abutment was analyzed based on the hinge-joined slab method. A simplified method for calculating the stiffness parameters of the panels was introduced. The influence lines of the longitudinal load on the prefabricated abutment of an actual bridge were calculated by using the proposed theoretical method and finite element method. The comparison between theoretical calculation and simulation results shows that the theoretical calculation method proposed in this paper is correct. In order to investigate the influence of the different thicknesses of the cap beam and dimensions of prefabricated panels on the calculation error of the theoretical calculation method. The influence lines of the prefabricated abutments with different parameters were calculated theoretically and simulated. All calculation errors of the central values of influence lines were less than 20% when the thickness of the cap beam changes from 0.8 to 2.4 m, the errors were all less than 10% when the thickness of the cap beam was 1.2–1.575 m. This calculation further verified that the theoretical calculation method proposed in this paper is suitable for longitudinal load distribution of a weakly connected Prefabricated bridge abutment. It provides a reference for the design and theoretical calculation of prefabricated abutment.</description><identifier>ISSN: 0939-1533</identifier><identifier>EISSN: 1432-0681</identifier><identifier>DOI: 10.1007/s00419-021-01995-1</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer Berlin Heidelberg</publisher><subject>Bridge abutments ; Bridge loads ; Classical Mechanics ; Earth pressure ; Engineering ; Finite element method ; Force distribution ; Influence lines ; Load distribution (forces) ; Mathematical analysis ; Original ; Panels ; Parameters ; Prefabrication ; Stiffness ; Theoretical and Applied Mechanics ; Thickness ; Uranium</subject><ispartof>Archive of applied mechanics (1991), 2021-10, Vol.91 (10), p.4121-4140</ispartof><rights>The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2021</rights><rights>The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature 2021.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c319t-778a2ca2dadb37f9323e6817e4b17ee11cfcc50f04fe5b694f444b4c36589ed23</citedby><cites>FETCH-LOGICAL-c319t-778a2ca2dadb37f9323e6817e4b17ee11cfcc50f04fe5b694f444b4c36589ed23</cites><orcidid>0000-0003-1386-3457</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s00419-021-01995-1$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s00419-021-01995-1$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27923,27924,41487,42556,51318</link.rule.ids></links><search><creatorcontrib>Xia, Leilei</creatorcontrib><creatorcontrib>Hu, Zhijian</creatorcontrib><creatorcontrib>Shah, Yasir Ibrahim</creatorcontrib><title>Longitudinal load distribution of a weakly connected prefabricated bridge abutment</title><title>Archive of applied mechanics (1991)</title><addtitle>Arch Appl Mech</addtitle><description>A new type of prefabricated abutment with a weak connection is proposed. The longitudinal load (like banking force, earth pressure) distribution of this new type of prefabricated abutment was analyzed based on the hinge-joined slab method. A simplified method for calculating the stiffness parameters of the panels was introduced. The influence lines of the longitudinal load on the prefabricated abutment of an actual bridge were calculated by using the proposed theoretical method and finite element method. The comparison between theoretical calculation and simulation results shows that the theoretical calculation method proposed in this paper is correct. In order to investigate the influence of the different thicknesses of the cap beam and dimensions of prefabricated panels on the calculation error of the theoretical calculation method. The influence lines of the prefabricated abutments with different parameters were calculated theoretically and simulated. All calculation errors of the central values of influence lines were less than 20% when the thickness of the cap beam changes from 0.8 to 2.4 m, the errors were all less than 10% when the thickness of the cap beam was 1.2–1.575 m. This calculation further verified that the theoretical calculation method proposed in this paper is suitable for longitudinal load distribution of a weakly connected Prefabricated bridge abutment. It provides a reference for the design and theoretical calculation of prefabricated abutment.</description><subject>Bridge abutments</subject><subject>Bridge loads</subject><subject>Classical Mechanics</subject><subject>Earth pressure</subject><subject>Engineering</subject><subject>Finite element method</subject><subject>Force distribution</subject><subject>Influence lines</subject><subject>Load distribution (forces)</subject><subject>Mathematical analysis</subject><subject>Original</subject><subject>Panels</subject><subject>Parameters</subject><subject>Prefabrication</subject><subject>Stiffness</subject><subject>Theoretical and Applied Mechanics</subject><subject>Thickness</subject><subject>Uranium</subject><issn>0939-1533</issn><issn>1432-0681</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNp9kEtLAzEUhYMoWKt_wFXAdfTm1ZkspagVCoLoOmTyKFOnk5rMIP33po7gzs19wPku5x6ErincUoDqLgMIqggwSoAqJQk9QTMqOCOwqOkpmoHiilDJ-Tm6yHkLRS8ZzNDrOvabdhhd25sOd9E47No8pLYZhzb2OAZs8Jc3H90B29j33g7e4X3ywTSptea4lcFtPDYF2fl-uERnwXTZX_32OXp_fHhbrsj65el5eb8mllM1kKqqDbOGOeMaXgXFGffFa-VFU4qn1AZrJQQQwctmoUQQQjTC8oWslXeMz9HNdHef4ufo86C3cUzljayZrASwWkpVVGxS2RRzLr71PrU7kw6agj5mp6fsdMlO_2SnaYH4BOUi7jc-_Z3-h_oGDrNyoQ</recordid><startdate>20211001</startdate><enddate>20211001</enddate><creator>Xia, Leilei</creator><creator>Hu, Zhijian</creator><creator>Shah, Yasir Ibrahim</creator><general>Springer Berlin Heidelberg</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><orcidid>https://orcid.org/0000-0003-1386-3457</orcidid></search><sort><creationdate>20211001</creationdate><title>Longitudinal load distribution of a weakly connected prefabricated bridge abutment</title><author>Xia, Leilei ; Hu, Zhijian ; Shah, Yasir Ibrahim</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-778a2ca2dadb37f9323e6817e4b17ee11cfcc50f04fe5b694f444b4c36589ed23</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Bridge abutments</topic><topic>Bridge loads</topic><topic>Classical Mechanics</topic><topic>Earth pressure</topic><topic>Engineering</topic><topic>Finite element method</topic><topic>Force distribution</topic><topic>Influence lines</topic><topic>Load distribution (forces)</topic><topic>Mathematical analysis</topic><topic>Original</topic><topic>Panels</topic><topic>Parameters</topic><topic>Prefabrication</topic><topic>Stiffness</topic><topic>Theoretical and Applied Mechanics</topic><topic>Thickness</topic><topic>Uranium</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Xia, Leilei</creatorcontrib><creatorcontrib>Hu, Zhijian</creatorcontrib><creatorcontrib>Shah, Yasir Ibrahim</creatorcontrib><collection>CrossRef</collection><jtitle>Archive of applied mechanics (1991)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Xia, Leilei</au><au>Hu, Zhijian</au><au>Shah, Yasir Ibrahim</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Longitudinal load distribution of a weakly connected prefabricated bridge abutment</atitle><jtitle>Archive of applied mechanics (1991)</jtitle><stitle>Arch Appl Mech</stitle><date>2021-10-01</date><risdate>2021</risdate><volume>91</volume><issue>10</issue><spage>4121</spage><epage>4140</epage><pages>4121-4140</pages><issn>0939-1533</issn><eissn>1432-0681</eissn><abstract>A new type of prefabricated abutment with a weak connection is proposed. The longitudinal load (like banking force, earth pressure) distribution of this new type of prefabricated abutment was analyzed based on the hinge-joined slab method. A simplified method for calculating the stiffness parameters of the panels was introduced. The influence lines of the longitudinal load on the prefabricated abutment of an actual bridge were calculated by using the proposed theoretical method and finite element method. The comparison between theoretical calculation and simulation results shows that the theoretical calculation method proposed in this paper is correct. In order to investigate the influence of the different thicknesses of the cap beam and dimensions of prefabricated panels on the calculation error of the theoretical calculation method. The influence lines of the prefabricated abutments with different parameters were calculated theoretically and simulated. All calculation errors of the central values of influence lines were less than 20% when the thickness of the cap beam changes from 0.8 to 2.4 m, the errors were all less than 10% when the thickness of the cap beam was 1.2–1.575 m. This calculation further verified that the theoretical calculation method proposed in this paper is suitable for longitudinal load distribution of a weakly connected Prefabricated bridge abutment. It provides a reference for the design and theoretical calculation of prefabricated abutment.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer Berlin Heidelberg</pub><doi>10.1007/s00419-021-01995-1</doi><tpages>20</tpages><orcidid>https://orcid.org/0000-0003-1386-3457</orcidid></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0939-1533 |
| ispartof | Archive of applied mechanics (1991), 2021-10, Vol.91 (10), p.4121-4140 |
| issn | 0939-1533 1432-0681 |
| language | eng |
| recordid | cdi_proquest_journals_2574028559 |
| source | SpringerLink Journals - AutoHoldings |
| subjects | Bridge abutments Bridge loads Classical Mechanics Earth pressure Engineering Finite element method Force distribution Influence lines Load distribution (forces) Mathematical analysis Original Panels Parameters Prefabrication Stiffness Theoretical and Applied Mechanics Thickness Uranium |
| title | Longitudinal load distribution of a weakly connected prefabricated bridge abutment |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-13T00%3A35%3A30IST&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=Longitudinal%20load%20distribution%20of%20a%20weakly%20connected%20prefabricated%20bridge%20abutment&rft.jtitle=Archive%20of%20applied%20mechanics%20(1991)&rft.au=Xia,%20Leilei&rft.date=2021-10-01&rft.volume=91&rft.issue=10&rft.spage=4121&rft.epage=4140&rft.pages=4121-4140&rft.issn=0939-1533&rft.eissn=1432-0681&rft_id=info:doi/10.1007/s00419-021-01995-1&rft_dat=%3Cproquest_cross%3E2574028559%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=2574028559&rft_id=info:pmid/&rfr_iscdi=true |