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Behaviour and design of guyed pre-stressed concrete poles under down bursts

机译:在爆发下的人造预应力混凝土杆的行为与设计

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Pre-stressed concrete poles are among the supporting systems used to support transmission lines. It is essential to protect transmission line systems from harsh environmental attacks such as downburst wind events. Typically, these poles are designed to resist synoptic wind loading as current codes do not address high wind events in the form of downbursts. In the current study, the behavior of guyed pre-stressed concrete Transmission lines is studied under downburst loads. To the best of the authors' knowledge, this study is the first investigation to assess the behaviour of guyed pre-stressed concrete poles under downburst events. Due to the localized nature of those events, identifying the critical locations and parameters leading to peak forces on the poles is a challenging task. To overcome this challenge, an in-house built numerical model is developed incorporating the following: (1) a three-dimensional downburst wind field previously developed and validated using computational fluid dynamics simulations; (2) a computationally efficient analytical technique previously developed and validated to predict the non-linear behaviour of the conductors including the effects of the pretension force, sagging, insulator's stiffness and the non-uniform distribution of wind loads, and (3) a non-linear finite element model utilized to simulate the structural behaviour of the guyed pre-stressed concrete pole considering material nonlinearity A parametric study is conducted by varying the downbursts locations relative to the guyed pole while considering three different span values. The results of this parametric study are utilized to identify critical downburst configurations leading to peak straining actions on the pole and the guys. This is followed by comparing the obtained critical load cases to new load cases proposed to ASCE-74 loading committee A non-linear failure analysis is then conducted for the three considered guyed pre-stressed concrete transmission line systems to determine the downburst jet velocity at which the pole systems fail.
机译:预应力的混凝土杆是用于支撑传输线的支撑系统之一。重要的是保护传输线系免受苛刻的环境攻击,例如盛会风险事件。通常,这些磁极设计用于抵抗天气风装,因为当前代码没有以股下的形式达到高风事件。在目前的研究中,在灌胀负荷下研究了Guyed Pre Ledured Crone传输线的行为。据作者所知,这项研究是第一次评估在第爆发事件下的人们预应力的混凝土杆的行为的调查。由于这些事件的局部性质,识别导致杆上峰值力的关键位置和参数是一个具有挑战性的任务。为了克服这一挑战,内部建立的数值模型开发结合以下内容:(1)先前使用计算流体动力学模拟开发和验证的三维盛强风电场; (2)先前开发和验证的计算上有效的分析技术,以预测导体的非线性行为,包括预张力,下垂,绝缘体的刚度和风荷载不均匀分布的效果,以及(3)非-Linear有限元模型用于模拟考虑材料非线性的材料预应力混凝土极的结构行为,通过在考虑三种不同跨度值的同时改变隆起位置来进行参数研究。该参数研究的结果用于识别临界灌胀配置,导致杆和家长的峰值紧张动作。然后将获得的关键载荷案例进行比较,以对Asce-74装载委员会提出的新负载案例进行了一种非线性故障分析,然后针对三个被认为的被认为的被认为的被认为的被认为的被认为的紧张的压力混凝土传输线系统进行了相对于初级射流速度进行杆系统失败。

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