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dc.contributor.author
Tanadini, Davide
dc.contributor.author
Schwartz, Joseph
dc.date.accessioned
2022-05-24T14:19:50Z
dc.date.available
2022-01-31T14:02:51Z
dc.date.available
2022-01-31T15:48:15Z
dc.date.available
2022-02-01T16:44:47Z
dc.date.available
2022-05-24T14:19:50Z
dc.date.issued
2021
dc.identifier.isbn
978-1-7138-4111-1
en_US
dc.identifier.isbn
978-1-7138-4097-8
en_US
dc.identifier.uri
http://hdl.handle.net/20.500.11850/530140
dc.identifier.doi
10.3929/ethz-b-000530140
dc.description.abstract
Over the last few years, the structural analysis of timber elements in relation to the service state has evolved significantly. Indeed, several static calculation procedures have been developed. On the contrary, no standard procedure has been developed to support the static calculation concerning the ultimate limit state of timber elements, which focuses on the definition of the collapse load. Indeed, in the structural analysis of the service state, many factors influencing the ultimate limit state are not adequately considered. The paper discusses the development of the static calculation procedure of the ultimate limit state of timber structures. The ultimate limit state is determined with the support of the theory of plasticity, and particularly through the lower bound theorem. At first, the yield conditions of timber are developed. The yield conditions, governed by a few material-related parameters, are composed of different regimes, each representing a different failure mode. By introducing anisotropic yield conditions, the plastic theory allows considering the anisotropy of the material effectively. Afterwards, the defined yield conditions are implemented in the analysis and design of interlocking timber-to-timber connections. The use of the theory of plasticity allows determining in an illustrative way the respective stress state in the element, thus facilitating the proper development of the connections and the integration of structural performance with additional requirements (e.g. assembly).
en_US
dc.format
application/pdf
en_US
dc.language.iso
en
en_US
dc.publisher
Curran
en_US
dc.rights.uri
http://rightsstatements.org/page/InC-NC/1.0/
dc.subject
Interlocking timber-to-timber connections
en_US
dc.subject
Limit state analysis
en_US
dc.subject
Yield conditions
en_US
dc.subject
Stress field analysis
en_US
dc.title
Analysis and design of timber-to-timber connections based on the lower bound theorem of the theory of plasticity
en_US
dc.type
Conference Paper
dc.rights.license
In Copyright - Non-Commercial Use Permitted
ethz.book.title
World Conference on Timber Engineering (WCTE 2021)
en_US
ethz.pages.start
2072
en_US
ethz.pages.end
2078
en_US
ethz.size
7 p.
en_US
ethz.version.deposit
acceptedVersion
en_US
ethz.event
2021 World Conference on Timber Engineering (WCTE 2021)
en_US
ethz.event.location
Online
en_US
ethz.event.date
August 9-12, 2021
en_US
ethz.publication.place
Red Hook, NY
en_US
ethz.publication.status
published
en_US
ethz.leitzahl
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02100 - Dep. Architektur / Dep. of Architecture::02602 - Inst. f. Technologie in der Architektur / Institute for Technology in Architecture::03800 - Schwartz, Joseph / Schwartz, Joseph
en_US
ethz.leitzahl
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02100 - Dep. Architektur / Dep. of Architecture::02284 - NFS Digitale Fabrikation / NCCR Digital Fabrication
en_US
ethz.leitzahl.certified
ETH Zürich::00002 - ETH Zürich::00012 - Lehre und Forschung::00007 - Departemente::02100 - Dep. Architektur / Dep. of Architecture::02602 - Inst. f. Technologie in der Architektur / Institute for Technology in Architecture::03800 - Schwartz, Joseph / Schwartz, Joseph
en_US
ethz.date.deposited
2022-01-31T14:02:57Z
ethz.source
FORM
ethz.eth
yes
en_US
ethz.availability
Open access
en_US
ethz.rosetta.installDate
2022-02-01T16:44:54Z
ethz.rosetta.lastUpdated
2022-03-29T18:27:48Z
ethz.rosetta.exportRequired
true
ethz.rosetta.versionExported
true
ethz.COinS
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