Load testing of Highway Bridge
New segmental concrete bridge has been built near the city Žilina, aligned on European highway corridor E 50. The bridge is composed of the two separate precast prestressed box girder structure constructed by balanced cantilever method. The total length of both structures is 1042 m. The similar supe...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
EDP Sciences
2018-01-01
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| Series: | MATEC Web of Conferences |
| Online Access: | https://doi.org/10.1051/matecconf/201819602020 |
| _version_ | 1818321125377048576 |
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| author | Bujňáková Petra Jošt Jozef Farbák Matúš |
| author_facet | Bujňáková Petra Jošt Jozef Farbák Matúš |
| author_sort | Bujňáková Petra |
| collection | DOAJ |
| description | New segmental concrete bridge has been built near the city Žilina, aligned on European highway corridor E 50. The bridge is composed of the two separate precast prestressed box girder structure constructed by balanced cantilever method. The total length of both structures is 1042 m. The similar superstructure consists of a total of eighteen continuous spans with main spans of 60.5 m. The construction process, load carrying capacity and monitoring of the bridge has been investigated before the opening of the bridge. The paper presents verification of the structural behaviour of the bridge under static load compared to predicted model for both precast prestressed structures. |
| first_indexed | 2024-12-13T10:35:56Z |
| format | Article |
| id | doaj.art-504c74b7f70f41c391e7586d913d3a57 |
| institution | Directory Open Access Journal |
| issn | 2261-236X |
| language | English |
| last_indexed | 2024-12-13T10:35:56Z |
| publishDate | 2018-01-01 |
| publisher | EDP Sciences |
| record_format | Article |
| series | MATEC Web of Conferences |
| spelling | doaj.art-504c74b7f70f41c391e7586d913d3a572022-12-21T23:50:44ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011960202010.1051/matecconf/201819602020matecconf_rsp2018_02020Load testing of Highway BridgeBujňáková PetraJošt JozefFarbák MatúšNew segmental concrete bridge has been built near the city Žilina, aligned on European highway corridor E 50. The bridge is composed of the two separate precast prestressed box girder structure constructed by balanced cantilever method. The total length of both structures is 1042 m. The similar superstructure consists of a total of eighteen continuous spans with main spans of 60.5 m. The construction process, load carrying capacity and monitoring of the bridge has been investigated before the opening of the bridge. The paper presents verification of the structural behaviour of the bridge under static load compared to predicted model for both precast prestressed structures.https://doi.org/10.1051/matecconf/201819602020 |
| spellingShingle | Bujňáková Petra Jošt Jozef Farbák Matúš Load testing of Highway Bridge MATEC Web of Conferences |
| title | Load testing of Highway Bridge |
| title_full | Load testing of Highway Bridge |
| title_fullStr | Load testing of Highway Bridge |
| title_full_unstemmed | Load testing of Highway Bridge |
| title_short | Load testing of Highway Bridge |
| title_sort | load testing of highway bridge |
| url | https://doi.org/10.1051/matecconf/201819602020 |
| work_keys_str_mv | AT bujnakovapetra loadtestingofhighwaybridge AT jostjozef loadtestingofhighwaybridge AT farbakmatus loadtestingofhighwaybridge |