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引用次数: 43
摘要
采用塑性模型和裂纹尖端柔度仪测量了3个结构钢预制裂纹试件的II型裂纹侧面位移和裂纹扩展响应。在低应力强度范围内(ΔK I I I I nom = 9 MPa√m),预裂纹不会发生向尖端的反向滑移,也不会发生裂纹扩展;而在高应力强度范围内(ΔK I I I nom = 19 MPa√m),预裂纹的有效应力强度范围不到名义上应用的一半。确定了裂纹侧面摩擦衰减的三个来源:预裂引起的压残余应力,在凸起上的I型楔入,以及互锁凸起的总塑性变形。假设裂纹侧面的摩擦应力服从恒定的界面剪应力摩擦规律,成功地模拟了实测的解锁响应。
Toward an understanding of Mode II fatigue crack growth
The Mode II crack flank displacement and crack growth responses of three precracked specimens made from structural steel were measured, using plastic replicas and a crack-tip compliance gage. Crack surface interaction wasfound to dominate behavior: at low stress intensity range (ΔK I I n o m = 9 MPa √m) the precracks did not suffer reversed slip to their tips and no crack growth occurred, while at high stress intensity range (ΔK I I n o m = 19 MPa √m) the effective stress intensity range was less than half that nominally applied. Three sources of crack flank frictional attenuation were identified: compressive residual stresses due to precracking, Mode I wedging over asperities, and gross plastic deformation of interlocking asperities. The measured unlocking response was modeled successfully by assuming that crack flank frictional stresses obeyed a constant interfacial shear stress friction law.