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Experimental and theoretical analysis of the stress strain state of anisotropic multilayer composite panels for wind turbine blade

机译:风力机叶片各向异性多层复合板应力应变状态的实验和理论分析

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Wind turbine blade is made of multilayer composite materials, which is exposed to various temperature changing environmental conditions like snowing, icing, and heating from visible and ultraviolet ray. This can make stress and strain for all life time continuously. Therefore the stress strain state of anisotropic multilayer composite panels (plates) was analyzed with temperature loadings in this study. Experimental investigations and theoretical calculations were carried out for square carbon plastic composite panels with dimensions of 300 Chi 300 mm. Panels were manufactured at the curing temperature of about 175 C, and were cooled to room temperature of about 23 C. The method of analysis of the stress strain state of multilayer composite panels was developed for determining functional suitability of composite Structures. Mathematical model of this method is based on the classical theory by applying the Kirchhoff hypotheses and Cauchy equations and allows to investigate the stress strain state of the composite material for establishment of standard high-precision structure surfaces under conditions of technological and temperature loadings. Peculiar composite properties, for example, anisotropy of thermomechanical properties, were taken into account for analysis of the stress strain state of multilayer composite panels. The FORTRAN software for parametric analysis of the stress strain state of composite structures was developed on the basis of this mathematical model. Practical recommendations were given for designing of composite structures. Comparison of calculated results with experimental data of hogging (deflection in z-axis direction) for center points of composite panels shows the correctness of the mathematical model and method of the analysis by virtue of the fact that the divergence of results varies from -7.5% to 16%.
机译:风力涡轮机叶片由多层复合材料制成,暴露于各种温度变化的环境条件下,例如下雪,结冰以及可见光和紫外线加热。这会在整个生命周期中不断产生压力和压力。因此,在这项研究中,分析了各向异性多层复合板(板)的应力应变状态。对尺寸为300 Chi 300 mm的方形碳塑复合板进行了实验研究和理论计算。在约175℃的固化温度下制造面板,并将其冷却到约23℃的室温。开发了多层复合面板的应力应变状态的分析方法,以确定复合结构的功能适用性。该方法的数学模型基于经典理论,通过应用Kirchhoff假设和Cauchy方程,可以研究在技术和温度载荷条件下用于建立标准高精度结构表面的复合材料的应力应变状态。在分析多层复合板的应力应变状态时,考虑到了特殊的复合性能,例如热机械性能的各向异性。在此数学模型的基础上,开发了用于复合材料结构应力应变状态参数分析的FORTRAN软件。给出了设计复合结构的实用建议。计算结果与复合板中心点的弯折(z轴方向挠度)实验数据的比较表明,数学模型和分析方法的正确性在于结果差异在-7.5%之间至16%。

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