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Establishment of Unified Correlation of In-Plane and Out-of-Plane Constraints with Ductile Fracture Toughness of Steel

机译:建立平面内与平面外约束与钢的韧性外平面约束的建立

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摘要

In this paper, the finite element method (FEM) based on GTN damage model was used to obtain ductile fracture toughness and investigate the establishment method of unified correlation of in-plane and out-of-plane constraints with ductile fracture toughness of steels. The unified constraint parameter A_p at different equivalent plastic strain (ε_p) isolines has been calculated and analyzed for SEN(B) specimens with a wide range of in-plane and out-of-plane constraints. The results show that the average A_p along the specimen thickness (A_(pave)) can well characterize a wide range of in-plane and out-of-plane constraints. The suitable ε_p isolines range for establishing the unified correlation between A_(pave) and ductile fracture toughness of the steel has been obtained. For the specimens with lower constraint, the higher ε_p values should be used. The results also show that the correlation line of J_C/J_(ref)-A_(pave)~(1/2) is independent of the selections of the suitable ε_p isolines and the reference specimen. This may bring convenience for the establishment and application of the J_C/J_(ref)-A_(pave)~(1/2) correlation lines. Using ductile fracture toughness data of a small number of specimens with different constraints (such as three specimens with different a/W) together with FEM calculations of the parameter A_p, the correlation line of J_C/J_(ref)-A_(pave)~(1/2) can be established. The correlation line may be used in structural integrity assessments incorporating both in-plane and out-of-plane constraints.
机译:本文采用基于GTN损伤模型的有限元方法(FEM)来获得延展性断裂韧性,并研究平面内与平面外约束的建立方法与钢的韧性断裂韧性。已经计算出不同等效塑性应变(ε_P)ISOLINE的统一约束参数A_P,并分析了具有宽范围内和面外限制的SEN(B)样本。结果表明,沿着试样厚度的平均A_P(A_(铺设))可以很好地表征各种面内和面外限制。已经获得了用于在钢的A_(铺砌)和韧性断裂韧性之间建立统一相关性的合适的ε_PICOLLINE范围。对于具有较低约束的标本,应使用较高的ε_P值。结果还表明,J_C / J_(REF)-A_(PAVE)〜(1/2)的相关线与合适的ε_pisoline和参考样本的选择无关。这可能会为建立和应用的建立和应用为j_c / j_(ref)-a_(pave)〜(1/2)相关线来带来便利性。使用少量标本的延性裂缝韧性数据与不同约束(例如三个标本不同A / W)的参数A_P的FEM计算,J_C / J_(REF)-A_(PAVE)的相关线〜 (1/2)可以建立。相关线可以用于包含在平面内和面外约束的结构完整性评估中。

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