RESEARCH PAPER |
Analysing the mechanical performance and growth adaptation of Norway spruce using a non-linear finite-element model and experimental data
1WSL, Swiss Federal Institute for Snow and Avalanche Research SLF, 7260 Davos Dorf, Switzerland
2Laboratory of Dendrogeomorphology, University of Fribourg, 1700 Fribourg, Switzerland
* To whom correspondence should be addressed. E-mail: t.lundstroem{at}slf.ch
Thirteen Norway spruce [Picea abies (L.) Karst.] trees of different size, age, and social status, and grown under varying conditions, were investigated to see how they react to complex natural static loading under summer and winter conditions, and how they have adapted their growth to such combinations of load and tree state. For this purpose a non-linear finite-element model and an extensive experimental data set were used, as well as a new formulation describing the degree to which the exploitation of the bending stress capacity is uniform. The three main findings were: material and geometric non-linearities play important roles when analysing tree deflections and critical loads; the strengths of the stem and the anchorage mutually adapt to the local wind acting on the tree crown in the forest canopy; and the radial stem growth follows a mechanically high-performance path because it adapts to prevailing as well as acute seasonal combinations of the tree state (e.g. frozen or unfrozen stem and anchorage) and load (e.g. wind and vertical and lateral snow pressure). Young trees appeared to adapt to such combinations in a more differentiated way than older trees. In conclusion, the mechanical performance of the Norway spruce studied was mostly very high, indicating that their overall growth had been clearly influenced by the external site- and tree-specific mechanical stress.
Key words: Climate, critical load, mechanical optimisation, model performance and errors, stem taper, structural behaviour, thigmomorphogenesis
Received 14 December 2007; Revised 26 March 2008 Accepted 31 March 2008
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