Mechanical behavior of dowel connection for timber-concrete composite rural bridges

dc.creatorAndré Filipe Silva Marques
dc.creatorCarlos Eduardo Jesus Martins
dc.creatorAlfredo Manuel Pereira Geraldes Dias
dc.date2020
dc.date.accessioned2026-07-07T04:37:32Z
dc.descriptionThis study focuses on the evaluation of the mechanical behavior of two types of connections for intended use in rural Timber-Concrete Composite traffic bridges. The two connection types used were the “X” type connection - XD and the dowel type connection - PD. Firstly, static shear tests in small-scale specimens were performed in both connection types and higher results were obtained for the XD series, both for stiffness and load carrying capacity. Secondly, the PD connection was chosen, based on practical and economical aspects, for further testing also in small-scale specimens, including cyclic tests. The influence of the number of cycles in the connection stiffness and load carrying capacity was evaluated. It was concluded that the load carrying capacity increased after the application of a pre-defined number of load cycles and that the connection stiffness increased 80,6% and 34,1% after 10000 and 1000 cycles, respectively, for different applied load levels. Also the increase of load level in the cyclic tests affected the performance of the connection, leading to a decrease in stiffness.
dc.formatapplication/pdf
dc.identifier0717-3644
dc.identifierhttps://www.redalyc.org/articulo.oa?id=48564116007
dc.identifierhttps://www.redalyc.org/journal/485/48564116007/
dc.identifierhttps://www.redalyc.org/journal/485/48564116007/html/
dc.identifierhttps://www.redalyc.org/journal/485/48564116007/48564116007.epub
dc.identifierhttps://www.redalyc.org/journal/485/48564116007/movil
dc.identifier.urihttp://hdl.handle.net/123456789/467338
dc.languageen
dc.publisherUniversidad del Bío Bío
dc.relationhttp://www.redalyc.org/revista.oa?id=485
dc.rightsMaderas. Ciencia y Tecnología
dc.sourceMaderas. Ciencia y Tecnología (Chile) Num.1 Vol.22
dc.subjectAgrociencias
dc.titleMechanical behavior of dowel connection for timber-concrete composite rural bridges
dc.typeartículo científico

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