Significance of factors affecting creep development in timber beams
2016
Brokans, A., Latvia Univ. of Agriculture, Jelgava (Latvia) | Ozola, L., Latvia Univ. of Agriculture, Jelgava (Latvia)
This study is a part of an extensive research of creep development in softwood (Pinus sylvestris) timber beams under natural environmental conditions. Large size test data sample obtained during long-term (approximately one and half year) static loading of timber beams in a four-point bending simulating the real service conditions of roof structures for winter and non-snow period has been processed and results presented. The correlation between creep deformation and its affecting factors, such as span to height ratio of beam, percent of latewood and width of year ring (a growth ring formed during a single year), orientation of year ring segments against main axis of cross section, number of year rings in 1 cm of wood, and density of wood have been analysed and corresponding coefficients of correlation presented. It is concluded that the most significant creep development affecting factor is density of wood. Strong relationship between creep development and width of year ring, number of year rings in 1 cm of wood and density of wood was observed during test. Orientation of year ring segments against the main axis of cross section, amount of latewood and span/depth ratio do not have noteworthy direct influence on creep development in terms of this study. Temperature can be neglected as creep affecting factor in terms of this study but in the moments of sharp raise or fall of temperature, almost immediate effect on creep development was recorded.
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