Abstract
The effect of scale ratio was investigated on a traditional dovetail post-beam joint with dimensional analysis. The dimensionless parameters for moment (M) are modulus of elasticity (E) and length (L), and the moment of a small-scale model is equal to the value calculated by dividing the moment of a full-scale structure by the cubed ratio. The theoretical results of moment resistance were checked among dovetail post-beam joints of different sizes. The average maximum and yield moment resistance increased as the scale ratio increased. However, when both moment values were divided by the cube of the scale ratio, the values were similar among the different scale ratio joints. This result shows that the moment resistance was satisfied with the dimensional analysis within the tested scale ratio and it would be possible to predict the structural characteristics by testing specimens with other scales.
©2013 by Walter de Gruyter Berlin Boston
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Artikel in diesem Heft
- Masthead
- Masthead
- Original Papers
- Assessment of total phenols and extractives of mahogany wood by near infrared spectroscopy (NIRS)
- Steam pretreatment for enzymatic hydrolysis of poplar wood: comparison of optimal conditions with and without SO2 impregnation
- Silica content of 36 Brazilian tropical wood species
- Dissolution and acetylation of ball-milled lignocellulosic biomass in ionic liquids at room temperature: application to nuclear magnetic resonance analysis of cell-wall components
- Effects of hydrothermal processing on the cellulosic fraction of Eucalyptus globulus wood
- Wood capillarity and deacetylation during eucalyptus alkaline impregnation. Sulphidity effects and comparison between transverse directions
- Effects of climatic test parameters on acetic acid emission from beech (Fagus sylvatica L.)
- Rational production of veneer by IR-heating of green wood during peeling: Modeling experiments
- Measurement of intra-ring wood density by means of imaging VIS/NIR spectroscopy (hyperspectral imaging)
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- Changes in viscoelastic vibrational properties between compression and normal wood: roles of microfibril angle and of lignin
- Elastic properties of cellular wood panels with hexagonal and auxetic cores
- Alternative experimental method to evaluate moment-carrying capacity of traditional wood-to-wood joint with small scale experiment
- Detection of iron-chelating and iron-reducing compounds in four brown rot fungi
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