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Modeling wood pole failure

Part 1. Finite element stress analysis

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Summary

This is the first of two papers designed to describe the most recent efforts in using contemporary technology to predict strength and failure location in wood poles. In this report, a three-dimensional finite element model is presented which was developed to provide a rational stress analysis tool for wood poles. Due to practical considerations, only critical pole segments were subjected to stress analyses. Twelve-inch (30.5 cm) segments were selected for analysis which contained knots or knot clusters deemed consequential.

The linear elastic model assumes small-deflection theory, and exploits linear strain, 15-node wedge and 20-node parallelepiped, isoparametric finite elements. Element geometry was selected to reflect knot size distribution found in full-size wood poles used in North America. Boundary conditions represented both applied loading and support considerations.

Model verification studies were conducted on poles with isotropic (steel) and anisotropic (wood) material properties with and without spiral grain and variable longitudinal elastic properties along the pole radius. The results showed excellent agreement between theoretical and numerically-predicted pole stresses. The effect of boundary conditions on predicted stress distribution was defined, and the element geometry was appropriately modified. The developed model proved to be a rational basis for a more enhanced version to predict the mechanical behavior of wood poles with several inherent growth characteristics.

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Authors and Affiliations

  1. Colorado State University Forest Sciences, 80523, Fort Collins, CO, USA

    P. J. Pellicane

  2. Sao Paulo, Brazil

    N. Franco

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  1. P. J. Pellicane
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  2. N. Franco
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Pellicane, P.J., Franco, N. Modeling wood pole failure. Wood Sci.Technol. 28, 219–228 (1994). https://doi.org/10.1007/BF00193330

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  • DOI: https://doi.org/10.1007/BF00193330

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