Features of a finite-element modeling of a tubular tower for a wind-power unit

I. M. Garanzha, A. Tanasoglo, M. Pisareva
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Abstract

Introduction. Being indisputably relevant, an identification of the features of modeling tower structures can simplify the work of engineers and simultaneously move the design decision-making to a qualitatively new level.Aim. To assess the effect, caused by some particular features of a computational modelling, on the resulting parameter, representing the frequency behavior of a tubular tower for wind-power units.Materials and Methods. Numerical studies were conducted using a domestic SCAD Office programming and computing suite. In computational modeling, 41st, 42nd, 44th and 50th FE types were used. During the assessment of effects, caused by the finite element type, calculations of a cylindrical tower with fixed parameters were performed, taking into account variations in the type and size of the FE. Estimating factors in calculations included: variations in stresses, as well as in the frequency of first-mode natural oscillations. During the comparison of stress values, the plate of the third from the fixed base row was taken as the design one. Turbowind T600-48 and Eviag EV 100 were considered as wind turbines.Results. A sufficient discretization value of the computational model for determining the frequency of natural oscillations equals to nR = 12, since a further increase in the value of nR will lead to variations in the frequency of natural oscillations by less than 1%. The individual frequencies of 0.275 and 0.825 Hz were determined for an Eviag EV 100 wind turbine. For a Turbowind T600-48, the range of resonant frequencies is determined due to the presence of a variable rotor speed: starting and maximum frequency ranges of 0.255–0.765 and 0.383–1.149 Hz, respectively.Conclusions. During the modeling of a tower in the SCAD Office PCS, it is feasible to use the 44th type of finite elements, taking into account the obtained sufficient discretization value. The obtained spectrum of natural and resonant frequencies allows avoiding the appearance of a resonant effect when making design decisions.
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风电机组管状塔架有限元建模的特点
导言。确定塔架结构建模的特征无疑具有重要意义,可以简化工程师的工作,同时将设计决策提升到一个新的水平。评估计算建模的某些特定特征对结果参数的影响,这些参数代表了风力发电装置管状塔架的频率行为。数值研究使用国内 SCAD Office 编程和计算套件进行。在计算建模过程中,使用了第 41、42、44 和 50 次 FE 类型。在评估有限元类型造成的影响时,考虑到有限元类型和尺寸的变化,对具有固定参数的圆柱形塔进行了计算。计算中的估算因素包括:应力的变化以及一模自然振荡频率的变化。在比较应力值时,将固定基座排第三块板作为设计板。Turbowind T600-48 和 Eviag EV 100 被视为风力涡轮机。计算模型的离散值足以确定自然振荡频率,即 nR = 12,因为进一步增加 nR 值将导致自然振荡频率的变化小于 1%。Eviag EV 100 风机的单个频率分别为 0.275 和 0.825 Hz。对于 Turbowind T600-48,由于存在可变转子速度,共振频率范围已确定:起始和最大频率范围分别为 0.255-0.765 和 0.383-1.149 Hz。在 SCAD Office PCS 中对塔架进行建模时,考虑到所获得的足够离散值,使用第 44 类有限元是可行的。所获得的固有频率和共振频率频谱可以在设计决策时避免出现共振效应。
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