Abstract
This paper presents the results of experimental push-out tests on two different types of timber composite connections using only normal screws as the shear connecter. The push out tests were conducted based on Eurocode 5 recommendations and the load-slip responses obtained from lab tests are used to determine the stiffness of the connections at serviceability, ultimate and near collapse levels, and the performance of the connections are assessed at ultimate load. Moreover, an analytical model is derived for each type of connection based on the experimental results and using a non-linear regression, which can be implemented into non-linear FE analysis of timber beams with normal screws.
| Original language | English |
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| Title of host publication | From Materials to Structures: Advancement Through Innovation: Proceedings of the 22nd Australasian Conference on the Mechanics of Structures and Materials, ACSM 22, Sydney, Australia, 11-14 December 2012 |
| Publisher | CRC Press |
| Pages | 1083-1088 |
| Number of pages | 6 |
| ISBN (Print) | 9780415633185 |
| DOIs | |
| Publication status | Published - 2013 |
| Event | Australasian Conference on the Mechanics of Structures and Materials - Duration: 1 Jan 2013 → … |
Conference
| Conference | Australasian Conference on the Mechanics of Structures and Materials |
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| Period | 1/01/13 → … |