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http://dx.doi.org/10.18419/opus-14938
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DC Element | Wert | Sprache |
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dc.contributor.author | Mönch, Simon | - |
dc.contributor.author | Campos, Joana A. A. | - |
dc.contributor.author | Dias, Alfredo M. P. G. | - |
dc.contributor.author | Kuhlmann, Ulrike | - |
dc.date.accessioned | 2024-09-17T13:39:09Z | - |
dc.date.available | 2024-09-17T13:39:09Z | - |
dc.date.issued | 2024 | de |
dc.identifier.issn | 2076-3417 | - |
dc.identifier.other | 1902963202 | - |
dc.identifier.uri | http://nbn-resolving.de/urn:nbn:de:bsz:93-opus-ds-149570 | de |
dc.identifier.uri | http://elib.uni-stuttgart.de/handle/11682/14957 | - |
dc.identifier.uri | http://dx.doi.org/10.18419/opus-14938 | - |
dc.description.abstract | Timber-concrete composite (TCC) structural systems are characterized by the combination of timber and concrete, which are connected to transmit shear forces between the two elements. In addition, to achieve an efficient connection, the slip between the two materials should be limited. Therefore, the load-carrying capacity, the stiffness, and the failure mode of TCC connections are important for the behavior of the composite element. This work aims to investigate the influence of test conditions on TCC connections using shear tests to determine the mechanical properties of connections. Therefore, it is essential to understand the influence of the configuration of the specimens (symmetric as push-out tests or asymmetric as inclined tests), the type of interface between the timber and concrete, and the test procedure (static or cyclic load protocol) on the resulting load-carrying capacity, stiffness, and failure modes. This paper reviews experimental tests conducted on TCC shear connection specimens, using various configurations to assess the influence of the test specimen configuration, material interface, and testing protocol on the determination of the mechanical properties. | en |
dc.description.sponsorship | This research received no external funding. | de |
dc.language.iso | en | de |
dc.relation.uri | doi:10.3390/app14156768 | de |
dc.rights | info:eu-repo/semantics/openAccess | de |
dc.rights.uri | https://creativecommons.org/licenses/by/4.0/ | de |
dc.subject.ddc | 620 | de |
dc.title | Influence of the geometric properties, the timber-concrete interface, and the load protocol on the mechanical properties of timber-concrete composite connections | en |
dc.type | article | de |
dc.date.updated | 2024-09-06T13:19:27Z | - |
ubs.fakultaet | Bau- und Umweltingenieurwissenschaften | de |
ubs.fakultaet | Fakultätsübergreifend / Sonstige Einrichtung | de |
ubs.institut | Institut für Konstruktion und Entwurf | de |
ubs.institut | Fakultätsübergreifend / Sonstige Einrichtung | de |
ubs.publikation.seiten | 18 | de |
ubs.publikation.source | Applied Sciences 14 (2024), No. 6768 | de |
ubs.publikation.typ | Zeitschriftenartikel | de |
Enthalten in den Sammlungen: | 02 Fakultät Bau- und Umweltingenieurwissenschaften |
Dateien zu dieser Ressource:
Datei | Beschreibung | Größe | Format | |
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applsci-14-06768.pdf | 8,15 MB | Adobe PDF | Öffnen/Anzeigen |
Diese Ressource wurde unter folgender Copyright-Bestimmung veröffentlicht: Lizenz von Creative Commons