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Numerical Modeling of Connections with Screws in Cross-Laminated Timber
https://orcid.org/http://orcid.org/0000-0003-0919-9485
https://orcid.org/http://orcid.org/0000-0002-6762-8949
Reinforced angle brackets are commonly used as connectors in wood structures. These connectors are typically installed with ring shank nails or screws. This paper presents the experimental results of cross-laminated timber (CLT) connections which consist of reinforced angle brackets and heavy-duty screws. These screws are one of the stiffest and the strongest options for the fasteners which can be used with the reinforced angle brackets. However, this option has not been extensively studied by many scholars yet. Therefore, this paper contains detailed numerical simulations with aim to be able to predict the failure modes and the load-bearing capacities of experimentally tested connections. Benefits together with the limitations of the presented numerical method are discussed.
Numerical Modeling of Connections with Screws in Cross-Laminated Timber
https://orcid.org/http://orcid.org/0000-0003-0919-9485
https://orcid.org/http://orcid.org/0000-0002-6762-8949
Reinforced angle brackets are commonly used as connectors in wood structures. These connectors are typically installed with ring shank nails or screws. This paper presents the experimental results of cross-laminated timber (CLT) connections which consist of reinforced angle brackets and heavy-duty screws. These screws are one of the stiffest and the strongest options for the fasteners which can be used with the reinforced angle brackets. However, this option has not been extensively studied by many scholars yet. Therefore, this paper contains detailed numerical simulations with aim to be able to predict the failure modes and the load-bearing capacities of experimentally tested connections. Benefits together with the limitations of the presented numerical method are discussed.
Numerical Modeling of Connections with Screws in Cross-Laminated Timber
https://orcid.org/http://orcid.org/0000-0003-0919-9485
https://orcid.org/http://orcid.org/0000-0002-6762-8949
Reinforced angle brackets are commonly used as connectors in wood structures. These connectors are typically installed with ring shank nails or screws. This paper presents the experimental results of cross-laminated timber (CLT) connections which consist of reinforced angle brackets and heavy-duty screws. These screws are one of the stiffest and the strongest options for the fasteners which can be used with the reinforced angle brackets. However, this option has not been extensively studied by many scholars yet. Therefore, this paper contains detailed numerical simulations with aim to be able to predict the failure modes and the load-bearing capacities of experimentally tested connections. Benefits together with the limitations of the presented numerical method are discussed.
Numerical Modeling of Connections with Screws in Cross-Laminated Timber
Lecture Notes in Civil Engineering
Desjardins, Serge (editor) / Poitras, Gérard J. (editor) / El Damatty, Ashraf (editor) / Elshaer, Ahmed (editor) / Sejkot, Petr (author) / Iqbal, Asif (author)
Canadian Society of Civil Engineering Annual Conference ; 2023 ; Moncton, NB, Canada
Proceedings of the Canadian Society for Civil Engineering Annual Conference 2023, Volume 11 ; Chapter: 23 ; 287-298
2024-09-26
12 pages
Article/Chapter (Book)
Electronic Resource
English
Shear Connections with Self-Tapping Screws for Cross-Laminated Timber Panels
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