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Preliminary Study on Ice Adhesion Stress and Strength on Solid Wall in Icing Wind Tunnel

机译:冰风隧道实心墙上冰粘附应力和强度的初步研究

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Coupled with solid mechanics experiment method and icing wind tunnel experiment method,the ice shear adhesion strength measurement is implemented in test section of 3m×2m icing wind tunnel.Firstly,the ice shear adhesion strength test equipment is established on the basis of test section,which is used to measure the shear adhesion strength between ice and solid wall of airplane.Then the peeling of ice from solid wall is implemented by fixing outer model and stretching inner model.The computational model is also established to describe the shear peeling process.The plane elasticity equations are adopted to describe the computational model.The unstructured mesh is used to distribute the computational domain.The finite element method is utilised to discrete and solve the equation group.In view of the adaptability of different fracture mechanics criterion,the maximum shear stress criterion is adopted to judge the influence of shear stretching on the peeling of ice from solid wall.It shows that the ice shear adhesion stress will be increased along with the axial force load on the inner model.Due to the constrain of the outer model,there are two slight peaks of shear adhesion stress at two sides of adhesion interface and variation of the shear adhesion stress is slight flat in the middle of adhesion interface.The ice shear adhesion strength from the present experiment is reasonable from 0.4MPa to 1.0MPa,which is good agreement with the reference experimental results.The shear adhesion strength of glaze ice is larger that that of rime ice.The present experimental method and measurement device are reasonable.And the computational model and numerical results have been validated by the experimental results.
机译:再加上固体力学实验方法和结冰风洞试验的方法,所述冰剪切粘合强度测量中3米×2M结冰风tunnel.Firstly,冰剪切粘合强度测试设备测试部分的基础上建立的试验部分来实现,其被用于测量冰和从固体壁的冰的剥离通过固定外模型和拉伸内model.The计算模型也建立了描述剪切剥离process.The实施airplane.Then的固体壁之间的剪切粘合强度平面弹性方程被用来描述计算model.The非结构化网格用于分发的计算domain.The有限元法被用于离散和解决不同的断裂力学标准的适应性的方程group.In视图,最大剪切应力准则被采用来判断剪切拉伸在冰上的从固体wall.It节目吨剥离的影响帽子冰剪切粘合应力将与内model.Due轴向力负荷到外模型的约束一起增加,有在粘接界面和剪切粘合的变化双方剪切粘合应力的2米轻微的峰应力是在粘附interface.The冰剪切粘合强度从本实验中的中间轻微平是合理从为0.4MPa至1.0MPa的,这是与参考实验一致results.The剪切釉冰的粘附强度较大的是那雾凇ice.The本实验方法和测量装置是reasonable.And计算模型和数值结果已经由实验结果验证。

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