Prediction Model of Shear Force Capacity and Stiffness of the Connections in Timber-to-Timber Composite structures
This paper presents the findings of an extensive experimental study on the short-term mechanical performance of timber screw connections made from both softwood and hardwood species, using different types of fasteners (inserted at 45 and 90 degrees to the grain) and different types of timber product...
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| Format: | Monograph |
| Language: | English |
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Universiti Sains Malaysia
2022
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| Online Access: | http://eprints.usm.my/57645/ http://eprints.usm.my/57645/1/Prediction%20Model%20of%20Shear%20Force%20Capacity%20and%20Stiffness%20of%20the%20Connections%20in%20Timber-to-Timber%20Composite%20structures.pdf |
| _version_ | 1848883679543164928 |
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| author | Hazri, Muhammad Hadi |
| author_facet | Hazri, Muhammad Hadi |
| author_sort | Hazri, Muhammad Hadi |
| building | USM Institutional Repository |
| collection | Online Access |
| description | This paper presents the findings of an extensive experimental study on the short-term mechanical performance of timber screw connections made from both softwood and hardwood species, using different types of fasteners (inserted at 45 and 90 degrees to the grain) and different types of timber products (solid sawn timber, glued laminated timber, cross laminated timber, and laminated veneer lumber). The test configurations were designed to mimic the connections found in timber-to-timber hybrid composite structures for usage in both new and retrofit projects. Eurocode 5 provides guidance for determining the shear force capacity of connections made of timber-to-timber composite structure. Furthermore, Multiple Linear Regression (MLR) analysis was used to predict the shear force capacity and stiffness model from a set of data from previous work. 39 specimens from push-out test were extracted to conduct the analysis. It was known that the density of timber influenced the shear force capacity and angle of screw influence the stiffness in the connection. |
| first_indexed | 2025-11-15T18:54:39Z |
| format | Monograph |
| id | usm-57645 |
| institution | Universiti Sains Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T18:54:39Z |
| publishDate | 2022 |
| publisher | Universiti Sains Malaysia |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | usm-576452023-03-30T02:11:28Z http://eprints.usm.my/57645/ Prediction Model of Shear Force Capacity and Stiffness of the Connections in Timber-to-Timber Composite structures Hazri, Muhammad Hadi T Technology TA Engineering (General). Civil engineering (General) This paper presents the findings of an extensive experimental study on the short-term mechanical performance of timber screw connections made from both softwood and hardwood species, using different types of fasteners (inserted at 45 and 90 degrees to the grain) and different types of timber products (solid sawn timber, glued laminated timber, cross laminated timber, and laminated veneer lumber). The test configurations were designed to mimic the connections found in timber-to-timber hybrid composite structures for usage in both new and retrofit projects. Eurocode 5 provides guidance for determining the shear force capacity of connections made of timber-to-timber composite structure. Furthermore, Multiple Linear Regression (MLR) analysis was used to predict the shear force capacity and stiffness model from a set of data from previous work. 39 specimens from push-out test were extracted to conduct the analysis. It was known that the density of timber influenced the shear force capacity and angle of screw influence the stiffness in the connection. Universiti Sains Malaysia 2022-08-01 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/57645/1/Prediction%20Model%20of%20Shear%20Force%20Capacity%20and%20Stiffness%20of%20the%20Connections%20in%20Timber-to-Timber%20Composite%20structures.pdf Hazri, Muhammad Hadi (2022) Prediction Model of Shear Force Capacity and Stiffness of the Connections in Timber-to-Timber Composite structures. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Awam. (Submitted) |
| spellingShingle | T Technology TA Engineering (General). Civil engineering (General) Hazri, Muhammad Hadi Prediction Model of Shear Force Capacity and Stiffness of the Connections in Timber-to-Timber Composite structures |
| title | Prediction Model of Shear Force Capacity and Stiffness of the Connections in Timber-to-Timber Composite structures |
| title_full | Prediction Model of Shear Force Capacity and Stiffness of the Connections in Timber-to-Timber Composite structures |
| title_fullStr | Prediction Model of Shear Force Capacity and Stiffness of the Connections in Timber-to-Timber Composite structures |
| title_full_unstemmed | Prediction Model of Shear Force Capacity and Stiffness of the Connections in Timber-to-Timber Composite structures |
| title_short | Prediction Model of Shear Force Capacity and Stiffness of the Connections in Timber-to-Timber Composite structures |
| title_sort | prediction model of shear force capacity and stiffness of the connections in timber-to-timber composite structures |
| topic | T Technology TA Engineering (General). Civil engineering (General) |
| url | http://eprints.usm.my/57645/ http://eprints.usm.my/57645/1/Prediction%20Model%20of%20Shear%20Force%20Capacity%20and%20Stiffness%20of%20the%20Connections%20in%20Timber-to-Timber%20Composite%20structures.pdf |