The objective of the study was made to develop a probabilistic model for predicting the statistical distribution of stiffness properties of some selected Malaysian timbers.In this respect, a three-step experimental approach was adopted before simulated beam stiffness for the species population was derived. Firstly, a number of probability functions representing the actual distribution of selected timber data were examined. Goodness-offit (GOF) analysis was then carried out to establish the best fitting distribution function for the experimental data used.Secondly, the modulus of elasticity (MOE) of solid and finger-jointed samples was obtained from non-destructive testing (NDT) using the fundamental vibration frequency methodology. Result...
The main strength and elastic properties of structural timber products, such as glued laminated timb...
The results of visual inspection according to UNI 11119:2004 and bending tests made on 20 old chestn...
Two finite element (FEM) models are presented in this paper to address the random nature of the resp...
An existing glued-laminated (glulam) timber beam simulation model was refined in this research. This...
Glued Laminated Timber (GLT) structures are a considerable part of the existing timber building stoc...
Glued laminated (glulam) timber structural member is one of the earliest engineered structural woods...
Glued laminated timber (glulam) is assembled layers of bonded pieces of timber. In Brazil, the use ...
The present paper is concerned with the formulation of advanced FEM based models of beams made from ...
Localized modulus of elasticity (MOE) and tensile strength (T) of six E-rated grades and two visual ...
AbstractTwenty real dimensions beams from the glued laminated timber were tested in our previously w...
The glued laminated timber (glulam) mechanical properties may be evaluated through the determination...
Reliability Based Design Methods are being adopted for many materials in structural applications. On...
The paper addresses the statistical analysis of the shear strength of struc-tural glued laminated ti...
The issue on variability of mechanical properties within wood has found to be increasingly prominent...
Localized modulus of elasticity (MOE) and tensile strength (T) were modeled for two visual grades of...
The main strength and elastic properties of structural timber products, such as glued laminated timb...
The results of visual inspection according to UNI 11119:2004 and bending tests made on 20 old chestn...
Two finite element (FEM) models are presented in this paper to address the random nature of the resp...
An existing glued-laminated (glulam) timber beam simulation model was refined in this research. This...
Glued Laminated Timber (GLT) structures are a considerable part of the existing timber building stoc...
Glued laminated (glulam) timber structural member is one of the earliest engineered structural woods...
Glued laminated timber (glulam) is assembled layers of bonded pieces of timber. In Brazil, the use ...
The present paper is concerned with the formulation of advanced FEM based models of beams made from ...
Localized modulus of elasticity (MOE) and tensile strength (T) of six E-rated grades and two visual ...
AbstractTwenty real dimensions beams from the glued laminated timber were tested in our previously w...
The glued laminated timber (glulam) mechanical properties may be evaluated through the determination...
Reliability Based Design Methods are being adopted for many materials in structural applications. On...
The paper addresses the statistical analysis of the shear strength of struc-tural glued laminated ti...
The issue on variability of mechanical properties within wood has found to be increasingly prominent...
Localized modulus of elasticity (MOE) and tensile strength (T) were modeled for two visual grades of...
The main strength and elastic properties of structural timber products, such as glued laminated timb...
The results of visual inspection according to UNI 11119:2004 and bending tests made on 20 old chestn...
Two finite element (FEM) models are presented in this paper to address the random nature of the resp...