Behaviour Of Creep Of Timber Beams Under
Natural Environmental Conditions
Author(s)
A. Brokans & L. Ozola
Abstract
The current research is devoted to the investigation of relationships in creep
behaviour of timber beams under natural environmental conditions with the
purpose of detecting the factors significantly affecting such parameters as the
variable moisture content of wood, temperature, stress level, span-depth ratio,
macrostructure of wood and other factors, and to establish a mathematical model
applicable for determining parameters related to prognosis of deflection of
timber beams under variable loads. This study includes the analysis of
experimental test results in static bending of 17 softwood (Pinus Sylvestris L.)
beams with different span and span/depth ratios regarding a variation of moisture
content, relative humidity and air temperature. The mathematical model
examined in this study for the description of creep has been developed on the
basis of the Burger body concept. A sufficiently good compatibility of average
experimental and modelled strain values of timber beams was observed in the
results. These results testify that the developed creep model may be used for
predicting deformation of timber beams, and constants involved are applicable
for natural environmental conditions. This study is part of extensive research that
is aimed at contributing to the determination of accurate model parameters and to
establishing an adequate and practically applicable mathematical model for more
accurate predictions of final deflection of timber beams for design purposes.
Keywords: timber beams, deflection in bending, development of creep under
natural environmental conditions, mathematical model of creep.
Keywords
timber beams, deflection in bending, development of creep under
natural environmental conditions, mathematical model of creep.
Related Book
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