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Weight functions and stress intensity factors for corner quarter-elliptical crack in finite thickness plate subjected to in-plane loading

机译:平面内载荷作用下有限厚度板角四分之一椭圆形裂纹的权重函数和应力强度因子

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摘要

Approximate weight functions for the profile and frontal plane crack front points of a corner quarter-elliptical crack in finite thickness plate, subjected to mode I, in-plane loading, were derived by using the method of universal weight functions by Shen and Glinka (Engineering Fracture Mechanics, 1991, 40, 1135-1146; Theoretical and Applied Fracture Mechanics, 1991, 15, 247-255.) Closed form expressions were obtained for the coefficients of the weight functions. The coefficients were derived from the reference stress intensity factor solutions obtained by Shiratori and Miyoshi (Stress Intensity Factors Handbook, Vol. 3, ed. Murakami et al. Pergamon, New York, 1992, pp.591-597.) using the finite element method. A comparison of the stress intensityfactors calculated using the weight functions with the finite element data for various applied stress distributions shows good accuracy of the present results.
机译:通过使用Shen和Glinka的通用加权函数方法,得出有限厚度板中角四分之一椭圆形裂纹在轮廓I和面内载荷下的轮廓和正面裂纹尖端的近似权重函数断裂力学,1991,40,1135-1146;理论和应用断裂力学,1991,15,247-255。)获得权函数系数的闭合形式表达式。系数是由Shiratori和Miyoshi(Stress Intensity Factors Handbook,Vol.3,ed。Murakami等人,Pergamon,New York,1992,pp.591-597。)使用有限元获得的参考应力强度因子解得出的。方法。使用权重函数计算的应力强度因子与各种施加的应力分布的有限元数据的比较表明,本结果具有良好的准确性。

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