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Two cross-laminated timber plates with the total thickness of 95 mm were tested under action of static load.
Cross-laminated timber plates can be modelled using a multiscale finite element approach which although suitable, suffers from high computational cost.
The considered cross-laminated timber plates were analysed by FEM method, which is based on the using of computational program ANSYSv14.
This paper investigates the influence of the uncertainty in different micromechanical properties on the variability of the macroscopic response of cross-laminated timber plates, by means of a probabilistic sensitivity analysis.
Additionally, the influence on the response of cross-laminated timber plates subject to bending, in-plane shear and compression loads is investigated due to its relevance within the engineering community.
Similar(55)
The result is an economic timber plate configuration that complies with the EC5 requirements.
The computational homogenisation scheme is solved sequentially from the lowest to the highest level in order to determine the effective mechanical properties for the fourth (structural) scale represented by a cross-laminated timber plate with dimensions of the order of one meter.
An economic-design optimization of cross-laminated timber (CLT) plate with stiffening ribs is presented.
This paper is focused on the structural design of an innovative wood-wood connection designed for a full-scale double-layered timber folded-plate structure: the new Vidy theatre pavilion (Lausanne, Switzerland).
This paper investigates, for the first time, the behaviour and design of railway double track open timber floor plate girder deck steel bridges under combined buckling modes including web distortional buckling.
At the reinforcement planning of soil bearing force of flat site as illustrated in Plate type (steel, timber), rigidity of plate, soil bearing force, and bending moment and shearing force acting on plate should be reviewed.
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