GPR of timber structural elements is not yet very common in practise but the technique has the potential for condition evaluation of timber material. In this laboratory investigation, a high frequency (2.3 GHz) radar antenna has been employed for detailed investigation of a historic timber beam from a roof structure. The GPR non-destructive diagnostic of the spruce beam was aimed at obtaining material information with a structural relevance, such as presence of knots, their position and depth, cracks, dimensional variations of geometry and extension of areas of decay, The radar scan was carried out along the beam length. The radargram obtained show very detailed information.

Colla C. (2010). GPR of a timber structural element. New York : Institute of Electrical and Electronics Engineers (IEEE) [10.1109/ICGPR.2010.5550178].

GPR of a timber structural element

COLLA, CAMILLA
2010

Abstract

GPR of timber structural elements is not yet very common in practise but the technique has the potential for condition evaluation of timber material. In this laboratory investigation, a high frequency (2.3 GHz) radar antenna has been employed for detailed investigation of a historic timber beam from a roof structure. The GPR non-destructive diagnostic of the spruce beam was aimed at obtaining material information with a structural relevance, such as presence of knots, their position and depth, cracks, dimensional variations of geometry and extension of areas of decay, The radar scan was carried out along the beam length. The radargram obtained show very detailed information.
2010
Proc. of 13th International Conference on Ground Penetrating Radar, GPR 2010
418
422
Colla C. (2010). GPR of a timber structural element. New York : Institute of Electrical and Electronics Engineers (IEEE) [10.1109/ICGPR.2010.5550178].
Colla C.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11585/114854
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