Reliability ofwood utility poles under stochastic wind load and material considering knots

Wood utility poles are simple structures used in power networks and their failure may produce a significant impact on their reliability as well as economic consequences. Wind loads are one of the main causes of damage in wood utility poles. The present study addresses the dynamic behavior of Argenti...

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Detalles Bibliográficos
Autores principales: González de Paz, Laura V., García, Diego A., Rosales, Marta B.
Formato: Objeto de conferencia
Lenguaje:Inglés
Publicado: 2017
Materias:
Acceso en línea:http://sedici.unlp.edu.ar/handle/10915/98952
https://cimec.org.ar/ojs/index.php/mc/article/view/5340
Aporte de:
id I19-R120-10915-98952
record_format dspace
institution Universidad Nacional de La Plata
institution_str I-19
repository_str R-120
collection SEDICI (UNLP)
language Inglés
topic Ingeniería
Wood poles
Fragility curves
Stochastic wind load
Uncertain material properties
Confidence bands
spellingShingle Ingeniería
Wood poles
Fragility curves
Stochastic wind load
Uncertain material properties
Confidence bands
González de Paz, Laura V.
García, Diego A.
Rosales, Marta B.
Reliability ofwood utility poles under stochastic wind load and material considering knots
topic_facet Ingeniería
Wood poles
Fragility curves
Stochastic wind load
Uncertain material properties
Confidence bands
description Wood utility poles are simple structures used in power networks and their failure may produce a significant impact on their reliability as well as economic consequences. Wind loads are one of the main causes of damage in wood utility poles. The present study addresses the dynamic behavior of Argentinean Eucalyptus grandis wood poles with uncertain material properties under stochastic wind load. Regarding the material, the lengthwise variability of the Modulus of Elasticity (MOE) and the second moment of area are simulated through the Weak Zone (WZ) model taking into account the knots presence. The stochastic wind velocity field is derived using the Spectral Representation Method (SRM) considering temporal and spatial correlation. Then, the wind load is obtained under the considerations of the Argentinean standard CIRSOC 102. The governing equations are discretized through the Finite Element Method (FEM). The stochastic analysis is performed by means of Monte Carlo Simulations (MCS). In this study, displacements are evaluated such that a percentage of damage is found for each wind velocity. Fragility curves are a useful means to evaluate the failure probability of the poles for a defined failure mode, under a given range of demand, here the wind load. The WZ model results are compared with other MOE models previously developed (as a random variable and as a random field through the Non Gaussian Karhunen-Loève Expansion). Also, confidence bands of the fragility curves are obtained for 95% of confidence.
format Objeto de conferencia
Objeto de conferencia
author González de Paz, Laura V.
García, Diego A.
Rosales, Marta B.
author_facet González de Paz, Laura V.
García, Diego A.
Rosales, Marta B.
author_sort González de Paz, Laura V.
title Reliability ofwood utility poles under stochastic wind load and material considering knots
title_short Reliability ofwood utility poles under stochastic wind load and material considering knots
title_full Reliability ofwood utility poles under stochastic wind load and material considering knots
title_fullStr Reliability ofwood utility poles under stochastic wind load and material considering knots
title_full_unstemmed Reliability ofwood utility poles under stochastic wind load and material considering knots
title_sort reliability ofwood utility poles under stochastic wind load and material considering knots
publishDate 2017
url http://sedici.unlp.edu.ar/handle/10915/98952
https://cimec.org.ar/ojs/index.php/mc/article/view/5340
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