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Geometric correction factors determined by force balance method for center cracked specimens - XII. Subjected to a nonlinear bridging stress in shear lag model in fiber-reinforced composites

机译:用力平衡法确定中心裂纹试样的几何校正系数-XII。纤维增强复合材料的剪切滞后模型中的非线性桥应力作用

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摘要

The improvement in fatigue and fracture resistance in composite materials is directly related to the toughening mechanisms. To understand better the shielding/bridging effect close to the crack tip, it is necessary to evaluate the geometric correction factor, induced by the bridging stresses existing on the fracture surfaces, for finite-width specimens. Force balance method was applied to determine the geometric correction factor for a center cracked specimen subjected to a nonlinear bridging stress in the shear lag model in fiber-reinforced composites. [References: 14]
机译:复合材料的抗疲劳性和抗断裂性的改善与增韧机理直接相关。为了更好地理解靠近裂纹尖端的屏蔽/桥接效果,对于有限宽度的样本,有必要评估由裂缝表面上存在的桥接应力引起的几何校正因子。在纤维增强复合材料的剪切滞后模型中,采用力平衡法确定了承受非线性桥接应力的中心开裂试样的几何校正因子。 [参考:14]

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