Modelling of the mechanical properties of Castanea sativa Mill. structural timber by a combination of non-destructive variables and visual grading parameters

2012 ◽  
Vol 70 (6) ◽  
pp. 839-844 ◽  
Author(s):  
Abel Vega ◽  
Andrés Dieste ◽  
Manuel Guaita ◽  
Juan Majada ◽  
Vanessa Baño
2013 ◽  
Vol 43 (2) ◽  
pp. 200-207 ◽  
Author(s):  
M. Romagnoli ◽  
S. Spina

Ring shake is a defect that strongly affects chestnut (Castanea sativa Mill.) use and its occurrence is known to be mainly related to mechanical stress within a tree; however, few investigations have compared the physico-mechanical properties of healthy and shaken trees. Hence, the aim of this study is to compare the density, compression strength, bending strength (MOR), and shrinkages between healthy and shaken trees in coppice stands. The investigation was carried out in the Lazio Region in central Italy in trees with a cambial age between 6 and 25 years. The results showed that shaken trees had lower mechanical strength and shrinkages than healthy ones and that the physico-mechanical parameters might be used to predict ring shake occurrence in a specific geographic area. Geographical location strongly affected the physico-mechanical properties of the chestnut wood, and this factor influenced ring shake occurrence. MOR value was assumed to be the parameter that could be applied at almost all study sites to distinguish between shaken and healthy trees. There was no difference between the shaken and healthy portions of a disk inside the same tree.


2013 ◽  
Vol 778 ◽  
pp. 137-144 ◽  
Author(s):  
José S. Machado

Survey of existing timber structures often includes the need to allocate mechanical properties to structural timber members. This task has to take into account the huge variability of timbers properties (within and between species), characteristic that differentiates this material from other structural materials (e.g. concrete and steel). For many decades, and still now, the application of visual strength standards is the main or only procedure used for this task. Despite the large number of other non and semi-destructive technique developed their regular application to in situ assessment of timbers mechanical properties is still almost non-existent. The present paper discusses possible ways to use and combine information from visual grading standards and non and semi-destructive techniques to predict the reference properties of timber members in service. The discussion has in mind studies conducted over the last years and the information provided by different guidelines, standards or papers recently published.


2015 ◽  
Vol 51 ◽  
pp. 305-317 ◽  
Author(s):  
André M. Lemos ◽  
Ana S. Abraão ◽  
Bruno R. Cruz ◽  
Maria Luísa Morgado ◽  
Magda Rebelo ◽  
...  

Sign in / Sign up

Export Citation Format

Share Document