Role of fastenings in modifying the hysteretic response of panel-to-panel joints for CLT structures

Marchi, Luca De; Ferretti, Francesca; Pozza, Luca; Scotta, Roberto

doi:10.1016/j.conbuildmat.2022.129856

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Cited by 4 publications

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“…The increasing interest in such technique is due to its effectiveness since these screws are fast to be installed and do not always require pre-drilling of the timber element. Examples are available in [2][3][4][5]. Recent works confirmed that particular attention must be paid to the design of spacing and edge distance to avoid anticipated brittle failures in the timber element, either for solid wood or laminated timber products (e.g., block shear failure, tension orthogonal to the grain) [6].…”

Section: Introduction 123mentioning

confidence: 99%

Strength Characterization of Overlapped Timber Screws

Marchi

Trutalli

Pozza

et al. 2023

World Conference on Timber Engineering (WCTE 2023)

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The possibility of transmission of axial forces between self-tapping screws fastened in the opposite faces of a timber element and loaded contrariwise is analysed. The screws are intended to be placed sufficiently close one to another and the threaded shanks overlapped by a suitable length. Experimental tests are conducted, varying type, penetration depth and overlapping length of the screws, to evaluate the actual strength and the type of failure of this fastening technique.

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