局部加强的含裂纹板应力强度因子分析

对含裂纹板局部焊接加强板条的断裂问题进行了分析计算.考虑加强板条的横向刚度和纵向刚度的影响,将加强板条对裂纹板的作用力离散化为作用在沿加强板条方向的有限个作用点处,由含裂纹板的复应力函数解法进行求解.文中分别就加强板条位置和加强板条相对刚度对裂纹板加强作用的影响进行了计算分析.计算结果表明,加强板条纵向刚度对降低裂纹板的应力强度因子起主要作用,提高加强板条刚度有利于降低结构应力强度因子,提高结构承载能力.

Effect of a Local Reinforcement on the Stress Intensity Factor of a Cracked Plate

Stress intensity factors are calculated for a cracked plate reinforced locally subject to mode I loading.The stiffeners are considered to have both longitudinal and transverse stiffness.There is no relative displacement between the plate and the stiffener.It is considered that the shear stresses are lumped at a finite number of locations,the result is obtained by summation.The influence of the stiffener location and the stiffener relative stiffness on cracked plate is included.The stress intensity factor depends on all these factors.Case study shows that the shear stress acting parallel to the stiffener gives more effect on the stress intensity factor than the shear stress acting perpendicular to the stiffener.To increase the relative stiffness of stiffener avails to reduce the stress intensity factor of the cracked plate.