摘要
以实际结构充实验试件与HRR裂尖场的一特征点的损伤相当为原则,建立了HRR场的裂尖控制参数与实际试件在结构裂尖控制参数之间的关系.据此可消除不同试件因约束不同而导致的断裂韧性的变化;亦可用来评估实际结构及试件的断裂失效。
Based on the damage equivalence at a characteristic point ahead of a crack for cracked structurecomponent or specimen and HRR field.the relationship between the fracture parameters of the crackedstructure component or specimen and HRR field was established in this paper. According to the rela-tionship the change of fracture toughness with constraint in different specimens were eliminated,andthe relationship was also used to evaluate the fracture failure for different specimens.
出处
《应用力学学报》
CAS
CSCD
北大核心
1994年第1期47-53,共7页
Chinese Journal of Applied Mechanics
基金
西安交通大学结构强度与振动国家开放实验室开放基金