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Plane Stress Crack Resistance Curves of an Inclined Crack Under Biaxial Loading

机译:双轴载荷下倾斜裂缝的平面应力抗裂曲线

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Elastic-plastic stable crack growth under Mixed-Mode I and II loading in thin cruciform specimens of aluminum, A12024-T3, and structural steel, StE 550, was investigated using a biaxial test rig. Two cruciform specien types were considered, one containing an inclined through thickness crack, the other with inclined short cracks emanating from a hole (precrack length to hole radius ratio, a'_0/R = 0.286). It is shown that predominant Mode II loading drove the stable crack in the direction almost parallel to the fatigue pre-crack (maximum shear strain criterion). High (steel) or moderate (aluminum) Mode I crack-tip-opening components caused a crack path deviation, that is, the stable crack grew normal to the maximum tensile stress. The mixed-mode crack resistance curves are presented in the form of the magnitude of a crack-tip-displacement vector, delta_u = ( delta~2_I + delta~2_(II))~(0.5), and compared with conventional R-curves of standard compact-tension (C(T)) and center-cracked-tension (M(T)) specimens. The effect of the load biaxiality is discussed with regard to previous experiments with Mode I loaded cruciform specimens.
机译:下混合模式我弹塑性稳定裂纹生长和II装载在铝,A12024-T3,和结构钢,STE 550薄十字形标本,使用双轴试验台进行了研究。两个十字形specien类型被认为是,一种含通过厚度裂纹的倾斜,其它与从孔(预裂纹长度到孔的半径比,a'_0 / R = 0.286)发出的短倾斜裂纹。结果表明,主要的模式II装载开车的方向上的稳定裂纹几乎平行于疲劳预制裂纹(最大剪应变标准)。高(钢)或中等(铝)模式I裂纹尖端开口部件引起的裂纹路径的偏差,即,稳定的裂纹增长垂直于最大拉伸应力。混合模式的抗裂性曲线在裂纹尖端位移矢量,delta_u =的大小的形式呈现(△〜2_I +增量〜2_(II))〜(0.5),并与常规R-曲线相比标准紧凑张力(C(T))和中心裂化张力(M(T))的样品。负载双轴的效果对于具有模式I加载的十字形样品之前的实验中所讨论的。

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