Understanding the guided waves propagation behavior in timber utility poles

dc.contributor.authorEl Najjar, Jad
dc.contributor.authorMustapha, Samir A.
dc.contributor.departmentDepartment of Mechanical Engineering
dc.contributor.facultyMaroun Semaan Faculty of Engineering and Architecture (MSFEA)
dc.contributor.institutionAmerican University of Beirut
dc.date.accessioned2025-01-24T11:32:40Z
dc.date.available2025-01-24T11:32:40Z
dc.date.issued2020
dc.description.abstractGuided stress waves are considered one of the most efficient and reliable techniques that provide sufficient quantitative and qualitative assessment. In this study, we focused on scrutinizing the propagation behavior of guided waves in western white pine timber poles, experimentally, and numerically using COMSOL Multiphysics. Macro fiber composites (MFCs), due to their flexibility and convenience to install on curved profiles, were used to actuate and sense guided waves along the tested specimens. Various solutions for wave mode tuning and characterization have been tested for traction free and embedded boundary conditions. The behavior of propagating wave modes was analyzed and compared in the two boundary conditions tested. Also, the excitation frequency, based on the dispersion curves generated for transversely isotropic timber, was selected to ensure the presence of favorable propagating (for instance longitudinal modes) modes with minimal dispersion. Undesirable wave modes—such as flexural modes (non-axisymmetric)—were eliminated by a ring design composed of multiple MFC actuators coupled around the pole’s circumference. The remaining propagating longitudinal modes and their reflections, such as modes L(0,1) and L(0,2) propagating at nearly 1000 m/s and 800 m/s respectively, were significantly enhanced by the actuation of the ring which could be effectively used for the assessment process. The results demonstrated the complexity of the propagating modes in circular timber structures and the importance of the ring design in the excitation of the selected modes of interest and damping unwanted ones. © 2020, Springer-Verlag GmbH Germany, part of Springer Nature.
dc.identifier.doihttps://doi.org/10.1007/s13349-020-00417-0
dc.identifier.eid2-s2.0-85087479974
dc.identifier.urihttp://hdl.handle.net/10938/27852
dc.language.isoen
dc.publisherSpringer Science and Business Media Deutschland GmbH
dc.relation.ispartofJournal of Civil Structural Health Monitoring
dc.sourceScopus
dc.subjectFinite element analysis
dc.subjectGuided waves
dc.subjectMacro fiber composites
dc.subjectStructural assessment
dc.subjectTimber structures
dc.subjectBoundary conditions
dc.subjectGuided electromagnetic wave propagation
dc.subjectPoles
dc.subjectRings (components)
dc.subjectTimber
dc.subjectWave transmission
dc.subjectAssessment process
dc.subjectComsol multiphysics
dc.subjectExcitation frequency
dc.subjectMacro fiber composite
dc.subjectPropagating wave modes
dc.subjectPropagation behavior
dc.subjectQuantitative and qualitative assessments
dc.subjectTransversely isotropic
dc.subjectDispersion (waves)
dc.titleUnderstanding the guided waves propagation behavior in timber utility poles
dc.typeArticle

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