提出了一种新型风力发电塔架结构形式:构架式风力发电塔架,并根据遗传算法(GA)二进制编码方法,以实际工程为背景,编制了变截面构架式塔架Fortran优化模型程序,分别对塔架进行了截面尺寸优化、形状优化的计算和比较,最后利用有限元软件,采用自定义梁单元参数,建立了传统单管塔优化模型。计算结果表明,构架式风电塔架相对于单管塔架,具有较高的刚度和一阶自振频率,且该结构具有基础工程量小,方便运输,降低施工难度等优点。
A new type of wind turbine tower, Variable Cross-Section Frame wind turbine, was proposed. With Fortran language and binary-coding method of Genetic Algorithm (GA), calculation algorithm of varying cross-section frame wind turbine was developed base on practical project. Upon the optimization algorithm, section-size and shape optimization of wind tower was carried out. By the finite element software, with user-defined beam element parameters, an optimization model was proposed for traditional single-pipe tower. It was found that compared with single-pipe tower, frame wind turbine has quite a lot advantages such as relative higher first natural frequency and stiffness, relative lower foundation quantities, easy to be carried and constructed and so on.