Beurteilung der Festigkeitseigenschaften bestehender Talbrücken aus Spannbeton: Materialuntersuchungen an Betonproben der Lahntalbrücke bei Limburg
Research output: Contribution to journal › Research article › Contributed › peer-review
Contributors
Abstract
In 2016 the Lahntal Viaduct was replaced by a new structure. Before the western superstructure was deconstructed, more than 250 cores and other specimens could be taken from the old structure. The present paper deals with the investigations on compressive strength and tensile splitting strength of the concrete. The test results are evaluated statistically and different populations are tested for the taken sample. The goal is to identify a reasonable subdivision of the sample. Furthermore, the design values according to DIN EN 13791 and Eurocode 0 were calculated and compared with calculated expected values. These investigations are intended to provide insights for the assessment of the strength properties of existing viaducts and to develop a safe and economical investigation methodology from them.
Translated title of the contribution | Assessment of strength properties of viaducts made of prestressed concrete Material investigations on concrete samples from the Lahntal Viaduct near Limburg |
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Details
Original language | German |
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Pages (from-to) | 76-88 |
Number of pages | 13 |
Journal | Beton- und Stahlbetonbau |
Volume | 116 |
Issue number | 2 |
Early online date | 25 Nov 2020 |
Publication status | Published - Feb 2021 |
Peer-reviewed | Yes |
External IDs
Scopus | 85096666852 |
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ORCID | /0000-0002-7298-2395/work/142251888 |
Keywords
Keywords
- Bestandsbauwerk, Bestandserfassung, Druckfestigkeit, Materialeigenschaften, Rückbau, Spaltzufestigkeit, existing structures; compressive strength; tensile splitting strength; deconstruction; material properties; survey of existing condition