Research into steel-concrete bond in fire conditions
The article presents results from the research into fire temperature influence on steel-concrete bond and on the bond reduction for both in-fire and after-fire status. Bond tests and its results for materials St3S, 18G2 reinforced steel and C16/20, C40/50 concrete, have been described in the article...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Lublin University of Technology
2008-06-01
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| Series: | Budownictwo i Architektura |
| Subjects: | |
| Online Access: | https://ph.pollub.pl/index.php/bia/article/view/2309 |
| _version_ | 1797282166331146240 |
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| author | Zoja Bednarek Paweł Ogrodnik |
| author_facet | Zoja Bednarek Paweł Ogrodnik |
| author_sort | Zoja Bednarek |
| collection | DOAJ |
| description | The article presents results from the research into fire temperature influence on steel-concrete bond and on the bond reduction for both in-fire and after-fire status. Bond tests and its results for materials St3S, 18G2 reinforced steel and C16/20, C40/50 concrete, have been described in the article both for in fire and after-fire conditions. All tests have shown a significant reduction of steel-concrete bond as a result of fire temperature. It was proven, that significant bond differences exist between in-fire and after-fire tests, what demonstrate that the bond is regained partially after the exposure. |
| first_indexed | 2024-03-07T17:09:05Z |
| format | Article |
| id | doaj.art-b7f5f4c0808549cf8c22095f635ffd3b |
| institution | Directory Open Access Journal |
| issn | 1899-0665 2544-3275 |
| language | English |
| last_indexed | 2024-03-07T17:09:05Z |
| publishDate | 2008-06-01 |
| publisher | Lublin University of Technology |
| record_format | Article |
| series | Budownictwo i Architektura |
| spelling | doaj.art-b7f5f4c0808549cf8c22095f635ffd3b2024-03-03T01:59:07ZengLublin University of TechnologyBudownictwo i Architektura1899-06652544-32752008-06-012110.35784/bud-arch.2309Research into steel-concrete bond in fire conditionsZoja Bednarek0Paweł Ogrodnik1The Main School of Fire Service; Warsaw; PolandThe Main School of Fire Service; Warsaw; PolandThe article presents results from the research into fire temperature influence on steel-concrete bond and on the bond reduction for both in-fire and after-fire status. Bond tests and its results for materials St3S, 18G2 reinforced steel and C16/20, C40/50 concrete, have been described in the article both for in fire and after-fire conditions. All tests have shown a significant reduction of steel-concrete bond as a result of fire temperature. It was proven, that significant bond differences exist between in-fire and after-fire tests, what demonstrate that the bond is regained partially after the exposure.https://ph.pollub.pl/index.php/bia/article/view/2309bond testconcretesteelfire temperature |
| spellingShingle | Zoja Bednarek Paweł Ogrodnik Research into steel-concrete bond in fire conditions Budownictwo i Architektura bond test concrete steel fire temperature |
| title | Research into steel-concrete bond in fire conditions |
| title_full | Research into steel-concrete bond in fire conditions |
| title_fullStr | Research into steel-concrete bond in fire conditions |
| title_full_unstemmed | Research into steel-concrete bond in fire conditions |
| title_short | Research into steel-concrete bond in fire conditions |
| title_sort | research into steel concrete bond in fire conditions |
| topic | bond test concrete steel fire temperature |
| url | https://ph.pollub.pl/index.php/bia/article/view/2309 |
| work_keys_str_mv | AT zojabednarek researchintosteelconcretebondinfireconditions AT pawełogrodnik researchintosteelconcretebondinfireconditions |