A platform for research: civil engineering, architecture and urbanism
Remarks on orthotropic elastic models applied to wood
Wood is generally considered an anisotropic material. In terms of engineering elastic models, wood is usually treated as an orthotropic material. This paper presents an analysis of two principal anisotropic elastic models that are usually applied to wood. The first one, the linear orthotropic model, where the material axes L (Longitudinal), R(radial) and T(tangential) are coincident with the Cartesian axes (x, y, z), is more accepted as wood elastic model. The other one, the cylindrical orthotropic model is more adequate of the growth caracteristics of wood but more mathematically complex to be adopted in practical terms. Specifically due to its importance in wood elastic parameters, this paper deals with the fiber orientation influence in these models through adequate transformation of coordinates. As a final result, some examples of the linear model, which show the variation of elastic moduli, i.e., Young's modulus and shear modulus, with fiber orientation are presented.
Remarks on orthotropic elastic models applied to wood
Wood is generally considered an anisotropic material. In terms of engineering elastic models, wood is usually treated as an orthotropic material. This paper presents an analysis of two principal anisotropic elastic models that are usually applied to wood. The first one, the linear orthotropic model, where the material axes L (Longitudinal), R(radial) and T(tangential) are coincident with the Cartesian axes (x, y, z), is more accepted as wood elastic model. The other one, the cylindrical orthotropic model is more adequate of the growth caracteristics of wood but more mathematically complex to be adopted in practical terms. Specifically due to its importance in wood elastic parameters, this paper deals with the fiber orientation influence in these models through adequate transformation of coordinates. As a final result, some examples of the linear model, which show the variation of elastic moduli, i.e., Young's modulus and shear modulus, with fiber orientation are presented.
Remarks on orthotropic elastic models applied to wood
Mascia, Nilson Tadeu (author) / Lahr, Francisco Antônio Rocco (author) / Universidade Estadual Paulista (UNESP)
2006-07-01
2-s2.0-33750525824.pdf
Article (Journal)
Electronic Resource
English
Compression Tests , Mathematical models , Wood , Elastic moduli , Wood elastic constants , Orthotropic material , Fiber orientation , Wood Properties , Compression testing , Elastic Strength , Orthotropic elastic models , Elasticity , Fiber reinforced materials , Wood elastic parameters , Compression test , Anisotropy , Anisotropic material , Wood Fibers
DDC:
690
Orthotropic fracture toughness of wood
British Library Online Contents | 2000
|Determination of transverse elastic constants of wood using a cylindrically orthotropic model
British Library Conference Proceedings | 2004
|Verification of Orthotropic Model of Wood
Online Contents | 2018
|