不同热输入下风电机组塔筒筒节焊缝应变自动分析

Automatic analysis of welding seam strain of wind turbine tower section under different heat inputs

  • 摘要: 仅对风电机组塔筒焊接结构在承受载荷时的应力状态进行分析,忽略了热输入与载荷共同对焊缝主应力的影响,增加了应变计算误差。为此对不同热输入下风电机组塔筒筒节焊缝应变自动分析展开研究。首先,构建风电机组塔筒筒节焊缝的有限元简化模型,对塔筒焊缝所受的载荷进行计算;其次,运用经典3D双椭球热源模型确定塔筒筒节焊接过程中热输入的大小;再次,分析热输入与载荷的关系,结合三个载荷分量,通过热点应力法计算塔筒筒节焊缝主应力;最后,根据热输入大小变化及对焊缝主应力的影响,结合焊缝主应力计算结果,实现焊缝应变自动分析。通过实验结果表明,所提方法与预先设置的实际应变值高度重合,应变值误差不超过1%,可以精准监测到风电机组塔筒筒节焊缝的应变状态。

     

    Abstract: Only the stress state of the welded structure of the wind turbine tower under load is analyzed, ignoring the combined effect of heat input and load on the main stress of the weld seam, which increases the error of strain calculation. To this end, research is conducted on the automatic analysis of weld seam strain in wind turbine tower sections under different heat inputs. Firstly, a simplified finite element model of the weld seam of the wind turbine tower section is constructed to calculate the load on the weld seam of the tower; Secondly, the classic 3D double ellipsoid heat source model is used to determine the magnitude of heat input during the welding process of tower tube sections; Once again, analyze the relationship between heat input and load, and calculate the principal stress of the weld seam of the tower section using the hot spot stress method based on the three load components; Finally, based on the changes in heat input magnitude and its impact on the main stress of the weld seam, combined with the calculation results of the main stress of the weld seam, automatic analysis of the weld seam strain is achieved. The experimental results show that the proposed method highly overlaps with the pre-set actual strain values, with a strain value error of no more than 1%, and can accurately monitor the strain state of the weld seam of the wind turbine tower section.

     

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