Tehnički vjesnik, Vol. 30 No. 4, 2023.
Pregledni rad
https://doi.org/10.17559/TV-20220820075553
Screw Connection Systems in Timber-Concrete Composite Structures: A Literature Review
Izwan B. Johari
; School of Civil Engineering, Universiti Sains Malaysia, Nibong Tebal, 14300, Pulau Pinang, Malaysia
Mohd Amirul B. Mohd Snin
orcid.org/0000-0003-4521-6238
; School of Civil Engineering, Universiti Sains Malaysia, Nibong Tebal, 14300, Pulau Pinang, Malaysia
Syahrul Fithry B. Senin
orcid.org/0000-0003-0324-293X
; School of Civil Engineering, Universiti Teknologi Mara, Bukit Mertajam, 13500, Pulau Pinang, Malaysia
Mohamad Rohaidzat B. Mohamad Rashid
; Faculty of Civil Engineering, Universiti Teknologi Mara, Pasir Gudang, 81750, Johor, Malaysia
Sažetak
This paper reviews the type of engineered timbers and connection systems used in timber concrete composite structures. The literature references were selected and reviewed carefully to get a detailed overview of the use of timber and connections systems in timber-concrete composite structures. The list of connection systems used in the timber-concrete composite structures was reviewed from the previous works to perceive its advantages and disadvantages. It was found that the glued joint is the stiffest connection but low in ductility. Mechanical fasteners such as screw connections have moderate stiffness and ductility compared to the hardwood studs which have the lowest stiffness and the highest ductility. The design models of connection strength and stiffness of the screw connections were assembled and discussed to recognise their limitations to the design of timber-concrete composite structures.
Ključne riječi
cross-laminated timber; glulam; LVL timber; screw connections; timber-concrete composite
Hrčak ID:
305500
URI
Datum izdavanja:
28.6.2023.
Posjeta: 694 *