Structural Veneer Based Composite Products from Hardwood Thinning - Part II: Testing of Hollow Utility Poles

Australian utility pole network is aging and reaching its end of life, with 70% of the 5 million poles currently in-service nationally installed within the 20 years following the end of World War II. The estimated investment required for the replacement or remedial maintenance of the aging 3.5 millions poles is as high as 1.75 billion dollars. Additionally, an estimated 21,700 high-durability new poles are required each year, representing further investment of 13.5 million dollars per year. Yet, agreements which progressively phase out logging of native forests around Australia have been signed, giving the industry about 25 years to make the transition from Crown native forests to plantations and private forests. As utility poles were traditionally cut from native forest hardwood species, finding solutions to source new poles currently presents a challenge. This paper presents tests on Veneer Based Composite hardwood hollow utility poles manufactured from Gympie messmate (Eucalyptus cloeziana) plantation thinning. Small diameter poles of nominal 115 mm internal diameter and 15 mm wall-thickness were manufactured in two half-poles butt jointed together, using 9 veneers per halfpole. The poles were tested in bending and shear, and experimental test results are presented. The mechanical performance of the hollow poles is discussed and compared to hardwood poles cut from mature trees and of similar size. Future research and different options for improving the current concept are proposed in order to provide a more reliable and cost effective technical solution to the current shortage of utility poles. © RILEM 2014.

Veneer based composite hollow utility poles manufactured from hardwood plantation thinned trees

Australia’s utility pole network is aging and approaching its end of life. It is estimated that 70% of the 5 million poles currently in-service nationally were installed within the 20 years following the end of World War II and require replacement or remedial maintenance. Additionally, an estimated 21,700 high-durability new poles are required each year to support the expansion of the energy network. Utility poles were traditionally cut from native forest hardwood species. However, due to agreements which progressively phase out logging of native forests around Australia, finding new sources for utility poles presents a challenge. This paper presents the development of veneer based composite hardwood hollow utility poles manufactured from mid-rotation Gympie messmate (Eucalyptus cloeziana) plantation thinned trees (also referred to as “thinning”), as an alternative to solid hardwood poles. The incentives behind the project and benefits of the proposed products are introduced in the paper. Small diameter poles, of nominal 115 mm internal diameter and 15 mm wall-thickness, were manufactured in two half-poles butt jointed together, using 9 hardwood veneers per half-pole. The poles were tested in bending and shear, and experimental test results are presented. The mechanical performance of the hollow poles is discussed and compared to hardwood poles sourced from mature trees and of similar size. Additionally, the required dimensions of the proposed hollow pole to replace actual solid poles are estimated. Results show that the proposed product represents a viable technical solution to the current shortage of utility poles. Future research and different options for improving the current concept are proposed in order to provide a more reliable and cost effective product for structural and architectural applications in general.

Cost-effectiveness of countermeasures for utility pole accidents. Final report.

Federal Highway Administration, Office of Research and Development, Washington, D.C.

Utility pole accident countermeasures evaluation program and input processor - user's manual.

Federal Highway Administration, Office of Implementation, McLean, Va.

Selection of cost-effective countermeasures for utility pole accidents - user's manual.

Federal Highway Administration, Office of Implementation, McLean, Va.

Cost-effectiveness of countermeasures for utility pole accidents - appendixes A-N. Final report.

Federal Highway Administration, Office of Research and Development, Washington, D.C.

Australian Timber Pole Resources for Energy Networks. A review

More than 5 million timber utility poles are currently in-service throughout Australia’s energy networks. Most were produced from select native forest-grown hardwood species having the required structural characteristics and naturally-durable heartwood. Anecdotal evidence suggests that up to 70% of the timber poles that are currently in-service were installed over the 20 years following the end of World War Two, and these poles are likely to require replacement or remedial maintenance over the next decade. The purposes of this review were to clarify the supply and demand situation for traditional timber poles, and to investigate alternatives in terms of their potential availability and suitability.

Fatigue Life Assessment and Static Testing of Structural GFRP Tubes Based on Coupon Tests

Fiber-reinforced polymer (FRP) hollow tubes are used in structural applications, such as utility poles and pipelines. Concrete-filled FRP tubes (CFFTs) are also used as piles and bridge piers. Applications such as poles and marine piles are typically governed by cyclic bending. In this paper, the fatigue behavior of glass-FRP filament-wound tubes is studied using coupons cut from the tubes. Several coupon configurations were first examined in 24 tension and five compression monotonic loading tests. Fatigue tests were then conducted on 81 coupons to examine several parameters; namely, loading frequency as well as maximum-to-ultimate (max ult) and minimum-to-maximum (min max) stress ratios, including tension tension and tension compression, to simulate reversed bending. The study demonstrated the sensitivity of test results and failure mode to coupon configuration. The presence of compression loads reduced fatigue life, while increasing load frequency increased fatigue life. Stiffness degradation behavior was also established. To achieve at least one million cycles, it is recommended to limit (max ult) to 0.25. Models were used to simulate stiffness degradation and fatigue life curve of the tube. Fatigue life predictions of large CFFT beams showed good correlation with experimental results. © 2008 ASCE.

Le poteau d’utilité publique, icône d’un autre siècle?

Le réseau de distribution aérien, ou plus simplement le réseau de poteaux de bois et ses câbles, est encore aujourd’hui omniprésent dans la majorité des villes du Québec. Pour plusieurs, le réseau de poteaux d’utilité publique semble appartenir à une autre époque. Pourtant, les poteaux et câbles ne sont pas près de disparaître, au contraire, ils ne cessent de se transformer. Depuis peu, de plus en plus d’équipements s’ajoutent sur le réseau: boîtiers techniques, nombre de câbles, appareillages au sommet des poteaux, antennes de communication, etc. Bien que les équipements du réseau de distribution aérien soient des éléments produits industriellement, ceux-ci intègrent rarement les services du design industriel au moment de leur conception initiale. Cette recherche étudie le système de distribution aérien sous l’angle de la « pensée design ». L’intention de cette étude est d’analyser les impacts de la présence du réseau aérien en milieux urbains et a pour objectif d’orienter les pratiques de conception de ce type d’équipements. Pour ce faire, dans une optique transdisciplinaire, diverses approches ont été sollicitées dont: l’approche systémique, l’approche paysage et les approches des partenaires des réseaux. Au moyen d’une recherche documentaire et d’observations faites sur le terrain, la recherche vise à dresser un portrait général du réseau de distribution aérien et les défis qui y sont associés. La recherche expose, dans un état des lieux, les résultats issus des questions analytiques de recherche suivantes: de quoi est composé le réseau de distribution aérien, quels sont les intervenants sur le réseau, quelles sont leurs interactions, quels sont les points de vue des différentes catégories d’acteurs en relation avec le réseau, quels sont les impacts reliés à la présence du réseau en milieux urbains et quelle a été son évolution au fil des années. Dans la perspective de l’approche design, chercher à comprendre une problématique de façon plus large permet de s’assurer que l’on répond au bon problème, que l’on considère tous les facteurs en cause visant ainsi à réduire les répercussions négatives sur les contextes de vie actuels et futurs. Les principaux constats de cette recherche démontrent que la composition du réseau de distribution, avant même de considérer les nouveaux usages et l’ajout de nouveaux équipements, présente des lacunes importantes. La gestion entre les divers partenaires du réseau de distribution pose aussi problème. L’ajout de nouveaux équipements sur le réseau, combiné aux multiples équipements apparaissant sur les voies publiques laisse entrevoir l’atteinte d’un niveau de saturation des milieux urbains. Les façons de faire hermétiques et «cristallisées» des partenaires du réseau ne collent pas avec les initiatives et aspirations générales en matière d’aménagement. En étudiant la problématique du réseau de distribution par le biais de la pensée design, l’approche design cherche à déceler, de façon proactive, les opportunités de design qui permettront de mieux gérer l’apparition et l’intégration des nouveaux équipements sur les poteaux. Cette démarche permet d’envisager des solutions qui visent à limiter les répercussions collatérales une fois en contexte et qui, du même coup, adressent des problématiques connexes. Finalement, à la lumière de l’état des lieux, cette recherche propose des critères de conception de futurs réseaux de distribution, élaborés dans l’esprit de l’approche design.

Conventional road safety. Phase 1: a study of fixed subjects. Final report.

Federal Highway Administration, Washington, D.C.

Safe geometric design for minicars. Final report.

Federal Highway Administration, Office of Research and Development, Washington, D.C.

Development of reconstruction procedure for pole accidents. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Side impact crash test and evaluation procedures for roadside structures crash tests. Final report.

Federal Highway Administration, McLean, Va.

Anatomical Laboratory

G.W. Lloyd, architect. Authorized in 1887; completed 1889; torn down ca. 1904. Building stood on East University south of original medical building, approximately at north end of West Hall.

Dermatology Hospital front elevation

Built 1918. Buildings and Grounds Dept., architects. Torn down 1932. Located east of Glen, downhill and behind western-most hospital building