Ojačanje spregnutih nosača drvo-beton prednapetom armaturom (Strengthening timber-concrete composite girders with prestressed reinforcement)
Medium: | journal article |
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Language(s): | Croatian |
Published in: | Građevinar, December 2020, n. 11, v. 72 |
Page(s): | 1001-1010 |
DOI: | 10.14256/jce.2784.2019 |
Abstract: |
Timber-concrete composite girders are a modern type of structure. They are formed by composite connection of a timber and concrete girder. They are designed in such a way that the concrete part of the girder is placed in the compression zone and the timber part of the girder in the tension zone. Various types of shear connectors are used for establishing this connection: from mechanical ones (bolts, nails, perforated plates, parts of steel sections, etc.) to chemical ones (various types of glue). The possibility of active strengthening of such girders with prestressed reinforcement is investigated in this paper. One possibility of applying external prestressing force is presented. Some strengthened-girder test results are presented and compared with results for similar girders but without strengthening. |
Copyright: | © 2020 , |
License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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10/05/2023