2012
DOI: 10.1007/s00107-012-0641-8
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Investigations on the physical and mechanical behaviour of sycamore maple (Acer pseudoplatanus L.)

Abstract: Physical and mechanical properties of sycamore maple (Acer pseudoplatanus L.) were extensively investigated as basis for three-dimensional material modelling for structural simulations (e.g., with finite element method) based on this species. The physical properties of swelling, water absorption, water vapour resistance and thermal conductivity were tested and the mechanical properties of tensile, bending and compression strength and of Young's modulus (static and dynamic) as well as of Poisson's ratio, shear … Show more

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Cited by 31 publications
(15 citation statements)
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“…This behavior is well documented in the literature (Kollmann and Coté 1984). Figure 6 and Table 2S illustrate some literature data with this regard (Ozyhar et al 2013;Sonderegger et al 2013;Niemz et al 2014;Jiang et al 2017). In accordance to Kollmann and Coté (1984) concerning several hardwood and softwood species, it is seen that the TStr/CStr ratio varies for different wood species with an average factor of ≈2 at 12% MC.…”
Section: Elastic Modulisupporting
confidence: 81%
See 1 more Smart Citation
“…This behavior is well documented in the literature (Kollmann and Coté 1984). Figure 6 and Table 2S illustrate some literature data with this regard (Ozyhar et al 2013;Sonderegger et al 2013;Niemz et al 2014;Jiang et al 2017). In accordance to Kollmann and Coté (1984) concerning several hardwood and softwood species, it is seen that the TStr/CStr ratio varies for different wood species with an average factor of ≈2 at 12% MC.…”
Section: Elastic Modulisupporting
confidence: 81%
“…The TStr R,T /CStr R,T ratio is also dependent on the way how the CStr R,T is determined. Because of the absence of a Figure 6: Moisture-dependent tension to compression strength ratios (TStr/CStr ratios) of different wood species: walnut and cherry wood (own measurement), beech wood (Ozyhar et al 2013), ash wood (Niemz et al 2014), maple wood (Sonderegger et al 2013) and fir wood (Jiang et al 2017) (see also Supplementary Table 2).…”
Section: Ratio Tstr/cstr In R-and T-directionsmentioning
confidence: 99%
“…The fracture toughness was in the same range as by Märki et al and by Reiterer et al [34,35], but was clearly higher than that of Keunecke et al [36]. The oak values were more than twice as high compared with those of the investigated softwoods and laid between values of beech [37] and sycamore maple [38]. Although the density of the aged oak wood was clearly higher than that of the recent wood, the K IC values were lower in all load directions.…”
Section: Impact Bendingsupporting
confidence: 73%
“…Although the research on physical and mechanical properties of sycamore as a material have been investigated and reported in the literature [5], none has tested it as the structural material in real building conditions nor monitored its structural integrity in varied moisture conditions over the long period of the time (a longitudinal performance monitoring of at least five years in the Hieron's Wood research project is proposed). Thus, the proposed performance monitoring strategy includes regular testing of its moisture content, condition and integrity of the sycamore structural frame, including measuring the temperature and relative humidity of its immediate environment [6].…”
Section: Introductionmentioning
confidence: 99%