Ultimate performance of timber connection with normal screws

Z. Zabihi; R. Shrethta; B. Samali; K. Crews

doi:10.1201/b15320-193

Ultimate performance of timber connection with normal screws

Z. Zabihi, R. Shrethta, B. Samali, K. Crews

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

Abstract

![CDATA[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
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	https://doi.org/10.1201/b15320-193
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
Period	1/01/13 → …

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10.1201/b15320-193

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Zabihi, Z., Shrethta, R., Samali, B., & Crews, K. (2013). Ultimate performance of timber connection with normal screws. In 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 (pp. 1083-1088). CRC Press. https://doi.org/10.1201/b15320-193

@inproceedings{9cdd84702a864926ac139003fde0aca8,

title = "Ultimate performance of timber connection with normal screws",

abstract = "![CDATA[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.]]",

author = "Z. Zabihi and R. Shrethta and B. Samali and K. Crews",

year = "2013",

doi = "10.1201/b15320-193",

language = "English",

isbn = "9780415633185",

pages = "1083--1088",

booktitle = "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",

note = "Australasian Conference on the Mechanics of Structures and Materials ; Conference date: 01-01-2013",

}

Zabihi, Z, Shrethta, R, Samali, B & Crews, K 2013, Ultimate performance of timber connection with normal screws. in 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. CRC Press, pp. 1083-1088, Australasian Conference on the Mechanics of Structures and Materials, 1/01/13. https://doi.org/10.1201/b15320-193

Ultimate performance of timber connection with normal screws. / Zabihi, Z.; Shrethta, R.; Samali, B. et al.
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. CRC Press, 2013. p. 1083-1088.

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

TY - GEN

T1 - Ultimate performance of timber connection with normal screws

AU - Zabihi, Z.

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AU - Samali, B.

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PY - 2013

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N2 - ![CDATA[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.]]

AB - ![CDATA[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.]]

UR - http://handle.uws.edu.au:8081/1959.7/542166

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BT - 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

PB - CRC Press

T2 - Australasian Conference on the Mechanics of Structures and Materials

Y2 - 1 January 2013

ER -

Ultimate performance of timber connection with normal screws

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