Development of Numerical Model for Brittle Crack Propagation/Arrest Behaviors

S. Aihara, Kazuki Shibanuma, Y. Watabe
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引用次数: 6

Abstract

A new model for dynamic crack propagation and arrest in steel plates is proposed. The model is based on the local fracture stress criterion and incorporates the influence of plastic deformation on the tip of a dynamically propagating crack. Under extremely high applied stress intensity factor, the crack-tip plastic zone develops so as to decrease plane strain condition region along the crack front. This leads to the relaxation of plastic constraint and the lowering tensile stress at the crack tip. It is thereby difficult for the crack to keep propagating. The proposed model is applied to the past published ultra-wide crack arrest tests, where a crack was arrested even if stress intensity factor K was higher than arrest toughness Kca obtained by the standard crack arrest test. Although the results have been unexplained for many years, the numerical results of the proposed model show good agreement with the past test results. It is found out that the primary reason of the crack arrest of ultra-wide plate tests can be explained by the loss of plane strain condition at the crack front.
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脆性裂纹扩展/止裂行为数值模型的建立
提出了一种新的钢板裂纹动态扩展与止裂模型。该模型基于局部断裂应力准则,考虑了塑性变形对动态扩展裂纹尖端的影响。在极高的外加应力强度因子下,裂纹尖端形成塑性区,从而减小沿裂纹前缘的平面应变条件区。这导致了塑性约束的松弛和裂纹尖端拉应力的降低。因此,裂缝很难继续扩展。该模型适用于以往发表的超宽裂纹止裂试验,即使应力强度因子K高于标准裂纹止裂试验获得的止裂韧性Kca,裂纹也会被止裂。尽管结果多年来一直无法解释,但所提出模型的数值结果与过去的试验结果吻合良好。研究发现,超宽板试验裂纹止裂的主要原因是裂纹前缘平面应变条件的丧失。
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