Structural behaviour of folded timber sandwich structures

نویسندگان

چکیده

This paper aims to characterise the mechanical behaviour of folded timber sandwich structures developed using integral rotational press-fit (RPF) joints. Six arches are tested failure, under three load cases designed induce different sagging and hogging conditions at internal Experimental testing showed failures occurring joint locations with maximum moment, two failure types observed as FRP tensile fracture core compressive rupture. A nonlinear static analysis simplified 2D frame model is proposed predict moment distribution for modes. characterises RPF a semi-rigid hinge, assigned bilinear moment–curvature relation obtained from strain data collected during arch testing. Core shown occur an inelastic buckling when there misalignment between assembled segments. • Structural governed by strength stiffness numerical estimates behaviour. Numerical models capacity or failure.

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ژورنال

عنوان ژورنال: Thin-walled Structures

سال: 2021

ISSN: ['1879-3223', '0263-8231']

DOI: https://doi.org/10.1016/j.tws.2021.108345