期刊
INTERNATIONAL JOURNAL OF ARCHITECTURAL HERITAGE
卷 17, 期 1, 页码 230-248出版社
TAYLOR & FRANCIS INC
DOI: 10.1080/15583058.2022.2142698
关键词
Moisture content; pin penetration test; pin-pushing; resistance drilling; sonic stress wave test; ultrasonic test; wooden species
In this paper, the mechanical performance of wood components in buildings was evaluated using non-destructive and semi-destructive tests. The results showed that moisture content had an effect on the results of low-intrusive methods. Destructive tests were also carried out to validate the results of semi-destructive tests.
Wood components in existing buildings suffer from deterioration and damage due to environmental conditions and loading effects. Their preservation strongly depends on the knowledge level of their onsite condition supported by the application of low-intrusive methods of investigation. Estimating the mechanical performance of wood in constructions cannot disregard the evaluation of moisture content. In this paper, 31 wood elements (19 recovered from disassembled buildings and 12 new) underwent a series of non-destructive tests (i.e., ultrasonic and sonic stress wave methods) and semi-destructive tests (i.e., resistance drilling and pin penetration). Red/white firs and pine species constituted the recovered elements; red fir and larch the new ones. The effect of moisture content on the results of low-intrusive methods was estimated by either electric or electromagnetic devices. Destructive tests (in bending and compression) were also carried out on 10 recovered and six new elements, and results were correlated with those of semi-destructive tests.
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