Acoustic wave velocity in long pieces of Salzmann pine for in-situ structural assessment
| Autor: | E. Hermoso, Daniel F. Llana, Francisco Arriaga, Carlos Osuna-Sequera |
|---|---|
| Přispěvatelé: | Ministerio de Economía y Competitividad (España), Universidad Politécnica de Madrid, Osuna-Sequera, Carlos, Llana, Daniel F., Hermoso, Eva, Arriaga, Francisco, Osuna-Sequera, Carlos [0000-0002-9227-3035], Llana, Daniel F. [0000-0001-7758-9456], Hermoso, Eva [0000-0002-0439-6319], Arriaga, Francisco [0000-0001-5535-0786] |
| Jazyk: | angličtina |
| Rok vydání: | 2021 |
| Předmět: |
In situ
Pinus nigra Materials science Dynamic modulus of elasticity business.industry Acoustic wave velocity Ultrasound Wave velocity Non-destructive testing Stiffness Building and Construction Mechanics Distance effect Stress wave medicine Ultrasound waves General Materials Science medicine.symptom business Stress waves Civil and Structural Engineering |
| Zdroj: | Digital.CSIC. Repositorio Institucional del CSIC instname |
| Popis: | 9 Pág. Instituto de Ciencias Forestales (ICIFOR) In-situ assessment of timber members by acoustic measurement usually requires specific procedures (indirect and semidirect measurement) compared with those used in the laboratory (direct) and over longer distances. This research aims to determine which procedure is the most suitable. Acoustic Non-Destructive Testing measurements were taken in 21 150 × 200 mm2 nominal cross-section Salzmann pine structural timber pieces from 9.5 to 11.0 m long from a 1768 structure. Wave velocity was obtained from ToF measured with different sensor arrangements (direct, indirect and semidirect) in different lengths using stress wave and ultrasound. The direct velocity value was very close to non-direct measurements (0.4% higher), while previous research works with shorter pieces (3–4 m) showed larger differences (3.3–5.4%). There were no significant differences between indirect and semidirect measurements when using the same device or between devices, although a steady ratio was observed in the last case. The most predictive velocity procedure was determined by the correlation between static and dynamic modulus of elasticity. The most reliable stiffness prediction was obtained with the global velocity method, taking ToF measurements at distances from 1 to 10 m. A second method was proposed, consisting of taking only 2 measurements, and it achieved practically the same predictive capacity. Ministerio de Economía y Competitividad [Spanish Ministry of Economy and Competitiveness]. Plan Nacional I + D 2013-2016.Proj.: BIA 2014-55089-P. Mr. Antonio Arce from Intrama S.A. for the free supply of timber. Partial financial support 2020 by Timber Construction Research Group, Universidad Politécnica de Madrid, Spain |
| Databáze: | OpenAIRE |
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