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首页> 外文会议>International Conference on Automation, Mechanical Control and Computational Engineering >Influences of Tube Assembly of Wind Turbine Towers with the Steel-Concrete Composite Structure on Towers
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Influences of Tube Assembly of Wind Turbine Towers with the Steel-Concrete Composite Structure on Towers

机译：风力涡轮机塔管组装对塔上钢混凝土复合结构的影响

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The height of a real wind turbine tower structure is far larger than the length in the plane, so segmented assembly is generally adopted on the spot. However, after assembling a tower, annular ribs for blocking concrete and connecting tubes of a double-layered steel tower in the construction of the tower sections remain in the tower structure. These annular ribs can influence mechanical performances of the tower, so the research is very important. The calculations of finite element models with no ribs and with annular ribs and longitudinal ribs show that the annular ribs used during the segmented assembly slightly affect flexibility of the tower before yielding. However, they have great influences on stress in the inner and outer steel tubes in the compressive zone under the constraints of concrete. Furthermore, concrete slightly constrains longitudinal deformation and shows no obvious effect on flexibility of the tower and stress in the inner and outer steel tubes. The variation of loading direction cannot change the influences of the longitudinal ribs on the tower.
机译：真正风力涡轮机塔架结构的高度远大于平面中的长度，因此在目前通常采用分段组件。然而，在组装塔架之后，在塔架部分的构造中，用于阻挡双层钢塔的混凝土和连接管的环形肋保持在塔架结构中。这些环形肋可以影响塔的机械性能，因此研究非常重要。没有肋骨和环形肋和纵向肋的有限元模型的计算表明，在分段组件期间使用的环形肋在屈服前略微影响塔的柔韧性。然而，在混凝土的约束下，它们对压缩区内的内钢管和外钢管中的应力产生了极大的影响。此外，混凝土略微限制纵向变形，并且对塔和外钢管的柔韧性没有明显影响。装载方向的变化不能改变纵向肋在塔上的影响。

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