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Study on Dynamic Stress Intensity Factors of Simply Supported Beam Containing Crack in Weight Function Method

机译:权函数法研究含裂纹简支梁的动应力强度因子。

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The pre-cracked simply supported beam is widely applied in theoretical analysis and experimental study of dynamic fracture mechanics. A new formula is produced to calculate dynamic stress intensity factors of simply supported beam containing a single edge crack in this study. Firstly, the weight function for simply supported beam containing a single edge crack was derived from a general weight function form and two reference stress intensity factors, the coefficients of the weight function were given. Secondly, the history and distribution of dynamic stresses in unflawed simply supported beam were inferred according to vibration theory. Finally, the dynamic stress intensity factors equations for simply supported beam with a single edge crack subjected to impact loadings were obtained by weight function method. The new formula was verified by the comparison with the numerical results of finite element method, good agreement was achieved. And the law of dynamic stress intensity factors of simply supported beam under impact loadings changing with crack depths and loading rates was studied.
机译:预裂简支梁被广泛应用于动态断裂力学的理论分析和实验研究。在本研究中,产生了一个新公式来计算包含单边裂纹的简支梁的动态应力强度因子。首先,从一般的权函数形式和两个参考应力强度因子推导了含单边裂纹的简支梁的权函数,给出了权函数的系数。其次,根据振动理论,推导了无缺陷简支梁中动应力的历史和分布。最后,通过权函数法得到了单边裂纹简支梁在冲击荷载作用下的动应力强度因子方程。通过与有限元数值模拟的比较,验证了该新公式,取得了较好的一致性。研究了冲击荷载作用下随裂纹深度和荷载率变化的简支梁动应力强度因子的变化规律。

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