Elastic response of cross-laminated timber panels using finite element and analytical techniques

نویسندگان

چکیده

Cross-laminated timber (CLT) is an engineered composite that finding increasing structural application in construction today. Analysis of the behavior CLT can be carried out by various analytical and numerical methods. Due to complex CLT, use modelling such as finite element method (FEM) offers a convenient approach analysis. In this paper, simulation elastic 1-way 2-way spanning panels using FEM program ABAQUS presented. Various choices are explored numerically with results being evaluated against those from either 3D known state space (SSA) or existing experimental data. Among case studies examined novel boundary condition for SSA solution. general, optimum model produced reasonable levels accuracy average relative error equal 3% comparison maximum 10% results.

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ژورنال

عنوان ژورنال: Canadian Journal of Civil Engineering

سال: 2021

ISSN: ['1208-6029', '0315-1468']

DOI: https://doi.org/10.1139/cjce-2020-0205