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Title: Longitudinal nondestructive evaluation of new utility wood poles. Volume 1: Final report

Technical Report ·
OSTI ID:10190421
; ; ;  [1]
  1. Engineering Data Management, Inc., Fort Collins, CO (United States)

This report describes the development of a nondestructive evaluation (NDE) methodology for assessing the bending strength of new wood utility poles. Fundamental concepts of stress wave propagation are presented. The development of a longitudinal stress wave methodology for predicting pole strength and the results of destructive tests on full-size poles are described. Mathematical correlations between stress wave parameters, geometric characteristics, and individual pole bending strengths form the basis of strength prediction models for western redcedar, Douglas-fir and southern pine poles. Models were developed for NDE in the whitewood stage and after preservative treatment of poles. For each species the two most commonly used preservative types were evaluated. Excellent correlations were obtained for western redcedar and Douglas-fir poles, but high moisture content in the southern pine poles resulted in lower prediction accuracies for this species. Verification of the developed mathematical models demonstrates that improvement in classifying poles into the ANSI 05.1 tip-load capacities is technically feasible. The development and field trial of the prototype equipment for strength grading of new poles is also described. Research results can be used to benefit utilities by enabling the supply of strength graded poles with a higher accuracy than previously possible.

Research Organization:
Electric Power Research Inst., Palo Alto, CA (United States); Engineering Data Management, Inc., Fort Collins, CO (United States)
Sponsoring Organization:
Electric Power Research Inst., Palo Alto, CA (United States)
OSTI ID:
10190421
Report Number(s):
EPRI-TR-100864-Vol.1; ON: UN93002245
Resource Relation:
Other Information: PBD: Oct 1992
Country of Publication:
United States
Language:
English