Imperial College London

ProfessorLeroyGardner

Faculty of EngineeringDepartment of Civil and Environmental Engineering

Professor of Structural Engineering
 
 
 
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Contact

 

+44 (0)20 7594 6058leroy.gardner

 
 
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Location

 

435Skempton BuildingSouth Kensington Campus

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Summary

 

Publications

Citation

BibTex format

@article{Vella:2021:10.1016/j.engstruct.2021.113187,
author = {Vella, N and Gardner, L and Buhagiar, S},
doi = {10.1016/j.engstruct.2021.113187},
journal = {Engineering Structures},
pages = {1--18},
title = {Analytical modelling of cold-formed steel-to-timber connections with inclined screws},
url = {http://dx.doi.org/10.1016/j.engstruct.2021.113187},
volume = {249},
year = {2021}
}

RIS format (EndNote, RefMan)

TY  - JOUR
AB - An analytical model that can describe the load-slip response of cold-formed steel-to-timberconnections, based on three components: timber embedment, screw bending and the axial pullthrough, is presented. The model takes into consideration the screw inclination and the damageto the timber caused during the screw drilling process. The model was validated againstavailable push-out test results, where it was shown that the model can accurately describe theultimate load, the slip at ultimate load, and the two slip moduli, ks and ks,m, with mean modelto-test ratios of 1.01, 1.03, 1.09 and 0.96, respectively. The observed failure modes were alsoaccurately predicted. Comparisons between the test data and the predictions of the EN 1995-1-1 design expressions showed that the Eurocode underestimated the ultimate loads by around50% on average and overestimated the slip moduli by around 500% on average; the proposedmodel therefore offers a significant improvement over current design provisions.
AU - Vella,N
AU - Gardner,L
AU - Buhagiar,S
DO - 10.1016/j.engstruct.2021.113187
EP - 18
PY - 2021///
SN - 0141-0296
SP - 1
TI - Analytical modelling of cold-formed steel-to-timber connections with inclined screws
T2 - Engineering Structures
UR - http://dx.doi.org/10.1016/j.engstruct.2021.113187
UR - https://www.sciencedirect.com/science/article/pii/S0141029621013158?via%3Dihub
UR - http://hdl.handle.net/10044/1/91627
VL - 249
ER -