Comparison of classical beam theory and finite element modelling of timber from fibre orientation data according to knot position and loading type

Author:

Pot GuillaumeORCID,Duriot RobinORCID,Girardon StéphaneORCID,Viguier JoffreyORCID,Denaud LouisORCID

Funder

Agence Nationale de la Recherche

Conseil régional de Bourgogne-Franche-Comté

Publisher

Springer Science and Business Media LLC

Reference39 articles.

1. Baño V, Arriaga F, Soilán A, Guaita M (2011) Prediction of bending load capacity of timber beams using a finite element method simulation of knots and grain deviation. Biosyst Eng 109:241–249. https://doi.org/10.1016/j.biosystemseng.2011.05.008

2. Briggert A, Olsson A, Oscarsson J (2020) Prediction of tensile strength of sawn timber: definitions and performance of indicating properties based on surface laser scanning and dynamic excitation. Mater Struct 53:54. https://doi.org/10.1617/s11527-020-01460-5

3. Burger N, Glos P (1995) Relationship of moduli of elasticity in tension and in bending of solid timber. In: Proceedings of CIB-W18 Meeting, Copenhagen, Denmark, Paper 28–5–2

4. CEA (2018) Cast3M [Computer software], Finite element code developed by the CEA, (French atomic energy commission). https://www-cast3m.cea.fr/

5. Drewett TA (2015) The growth and quality of UK-grown Douglas-fir. Thèse, Edinburgh Napier University

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