Laboratory tests of deep composite wood-concrete beam and deck specimens
Experimental and analytical studies of composite wood-concrete floor/deck systems have been ongoing at Colorado State University. An innovative novel shear key/anchor detail for overlaying solid wood floors in office buildings with a concrete layer, thus creating a composite floor, was adapted for t...
| Autor principal: | Gutkowski, Richard Matthew |
|---|---|
| Outros Autores: | Balogh, Jeno, Rogers, Colin A., Ribeiro, Ruy A. Sá |
| Grau: | Trabalho Apresentado em Evento |
| Idioma: | English |
| Publicado em: |
Proceedings, Annual Conference - Canadian Society for Civil Engineering
2020
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| Assuntos: | |
| Acesso em linha: |
https://repositorio.inpa.gov.br/handle/1/19979 |
| id |
oai:repositorio:1-19979 |
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| recordtype |
dspace |
| spelling |
oai:repositorio:1-19979 Laboratory tests of deep composite wood-concrete beam and deck specimens Gutkowski, Richard Matthew Balogh, Jeno Rogers, Colin A. Ribeiro, Ruy A. Sá Bridges Concrete Construction Creep Testing Shear Strength Strength Of Materials Warehouses Deep Floor/ Deck Specimen Interlayer Force Transfer Interlayer Slip Tests Joined Materials Composite Beams And Girders Experimental and analytical studies of composite wood-concrete floor/deck systems have been ongoing at Colorado State University. An innovative novel shear key/anchor detail for overlaying solid wood floors in office buildings with a concrete layer, thus creating a composite floor, was adapted for this study. The connection detail transfers bearing stress between and shear stress in the joined materials for interlayer force transfer. Prior work was on a geometry intended for floors of moderately loaded systems (residences, offices etc.). In continuation work tests are being conducted on deeper layered beam specimens, intended for heavier loads (warehouses, bridges etc.). Laboratory studies include pull-out tests on the anchors; interlayer slip tests on connection details; and pilot service, repeated load and creep tests of several layered beam specimens. These will be followed by load tests of a full size deep floor/ deck specimen. This paper reports on the outcome of early ramp tests of several specimens. 2020-06-16T17:29:09Z 2020-06-16T17:29:09Z 2002 Trabalho Apresentado em Evento https://repositorio.inpa.gov.br/handle/1/19979 en Volume 2002, Pags. 1617-1625 Restrito Proceedings, Annual Conference - Canadian Society for Civil Engineering |
| institution |
Instituto Nacional de Pesquisas da Amazônia - Repositório Institucional |
| collection |
INPA-RI |
| language |
English |
| topic |
Bridges Concrete Construction Creep Testing Shear Strength Strength Of Materials Warehouses Deep Floor/ Deck Specimen Interlayer Force Transfer Interlayer Slip Tests Joined Materials Composite Beams And Girders |
| spellingShingle |
Bridges Concrete Construction Creep Testing Shear Strength Strength Of Materials Warehouses Deep Floor/ Deck Specimen Interlayer Force Transfer Interlayer Slip Tests Joined Materials Composite Beams And Girders Gutkowski, Richard Matthew Laboratory tests of deep composite wood-concrete beam and deck specimens |
| topic_facet |
Bridges Concrete Construction Creep Testing Shear Strength Strength Of Materials Warehouses Deep Floor/ Deck Specimen Interlayer Force Transfer Interlayer Slip Tests Joined Materials Composite Beams And Girders |
| description |
Experimental and analytical studies of composite wood-concrete floor/deck systems have been ongoing at Colorado State University. An innovative novel shear key/anchor detail for overlaying solid wood floors in office buildings with a concrete layer, thus creating a composite floor, was adapted for this study. The connection detail transfers bearing stress between and shear stress in the joined materials for interlayer force transfer. Prior work was on a geometry intended for floors of moderately loaded systems (residences, offices etc.). In continuation work tests are being conducted on deeper layered beam specimens, intended for heavier loads (warehouses, bridges etc.). Laboratory studies include pull-out tests on the anchors; interlayer slip tests on connection details; and pilot service, repeated load and creep tests of several layered beam specimens. These will be followed by load tests of a full size deep floor/ deck specimen. This paper reports on the outcome of early ramp tests of several specimens. |
| format |
Trabalho Apresentado em Evento |
| author |
Gutkowski, Richard Matthew |
| author2 |
Balogh, Jeno Rogers, Colin A. Ribeiro, Ruy A. Sá |
| author2Str |
Balogh, Jeno Rogers, Colin A. Ribeiro, Ruy A. Sá |
| title |
Laboratory tests of deep composite wood-concrete beam and deck specimens |
| title_short |
Laboratory tests of deep composite wood-concrete beam and deck specimens |
| title_full |
Laboratory tests of deep composite wood-concrete beam and deck specimens |
| title_fullStr |
Laboratory tests of deep composite wood-concrete beam and deck specimens |
| title_full_unstemmed |
Laboratory tests of deep composite wood-concrete beam and deck specimens |
| title_sort |
laboratory tests of deep composite wood-concrete beam and deck specimens |
| publisher |
Proceedings, Annual Conference - Canadian Society for Civil Engineering |
| publishDate |
2020 |
| url |
https://repositorio.inpa.gov.br/handle/1/19979 |
| _version_ |
1787142778738704384 |
| score |
11.755432 |