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Generalized reliability methodology applied to brittle anisotropic single crystals.

机译:适用于脆性各向异性单晶的广义可靠性方法。

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A generalized reliability model was developed for use in the design of structural components made from brittle, homogeneous anisotropic materials such as single crystals. The model is based on the Weibull distribution and incorporates a variable strength distribution and any equivalent stress failure criteria. In addition to the reliability model, an energy based failure criterion for elastically anisotropic materials was formulated. The model is different from typical Weibull-based models in that it accounts for strength anisotropy arising from fracture toughness anisotropy and thereby allows for strength and reliability predictions of brittle, anisotropic single crystals subjected to multiaxial stresses. The model is also applicable to elastically isotropic materials exhibiting strength anisotropy due to an anisotropic distribution of flaws.; In order to develop and experimentally verify the model, the uniaxial and biaxial strengths of a single crystal nickel aluminide were measured. The uniaxial strengths of the 100> and 110> crystal directions were measured in three and four-point flexure. The biaxial strength was measured by subjecting 100> plates to a uniform pressure in a test apparatus that was developed and experimentally verified. The biaxial strengths of the single crystal plates were estimated by extending and verifying the displacement solution for a circular, anisotropic plate to the case of a variable radius and thickness.; The best correlation between the experimental strength data and the model predictions occurred when an anisotropic stress analysis was combined with the normal stress criterion and the strength parameters associated with the 110> crystal direction.
机译:开发了一种通用可靠性模型,用于设计由脆性,均质各向异性材料(例如单晶)制成的结构部件。该模型基于威布尔分布,并包含可变强度分布和任何等效的应力破坏准则。除了可靠性模型外,还制定了基于能量的弹性各向异性材料破坏准则。该模型与典型的基于Weibull的模型的不同之处在于,它考虑了由断裂韧性各向异性引起的强度各向异性,从而可以预测承受多轴应力的脆性各向异性单晶的强度和可靠性。该模型还适用于由于缺陷的各向异性分布而表现出强度各向异性的弹性各向同性材料。为了开发和实验验证该模型,测量了单晶铝化镍的单轴和双轴强度。在三点和四点弯曲下测量<100>和<110>晶体方向的单轴强度。通过在开发并通过实验验证的测试设备中对<100>板施加均匀压力来测量双轴强度。通过将圆形各向异性板的位移解扩展和验证到可变半径和厚度的情况下,可以估计单晶板的双轴强度。当各向异性应力分析与法向应力准则以及与<110>晶体方向相关的强度参数结合在一起时,实验强度数据与模型预测之间的最佳相关性就出现了。

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