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A Numerical Investigation of Loading Rate Effects on Pre-Cracked Charpy V-Notch Specimens

机译:加载速率对预裂纹夏比V型缺口试样影响的数值研究

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摘要

Specimen size and loading rate effects on the fracture of ferritic steels remain key issues for the application ofpre-cracked Charpy specimens. This investigation employs nonlinear finite element analyses to assess the effectsof specimen size and loading rate on cleavage fracture and ductile crack growth in these specimens. Toexamine loading rate effects on cleavage fracture, plane strain and 3-D' finite element analyses assess crackfrontstress triaxiality in quasi-static and impact-loaded CVN specimens. Plane strain analyses utilize J-Q trajectoriesand the Toughness Scaling Methodology to quantify loading rate effects on near-tip constraint. Crackfront conditions in the 3-D analyses are characterized in terms of the Weibull stress which reflects the statisticaleffects on cleavage fracture. The 3-D computations indicate a less strict size/deformation limit than plane strainanalyses to maintain small-scale yielding conditions at fracture under quasi-static and impact loading conditions.For impact analyses which violate these size/deformation limits, a modified toughness scaling methodologybased on the Weibull stress is described to remove the effects of constraint loss. This new scaling model alsoenables prediction of the distribution of quasi-static fracture toughness values from a measured distributionof impact toughness values (and vice versa). This procedure is applied to experimental data obtained from a CrNi-Mo-V pressure vessel steel and accurately predicts quasi-static fracture toughness values in 1 T-SE(B) specimensfrom impact-loaded, pre-cracked CVN specimens.To quantify the effects of loading rate on ductile crackgrowth in CVN specimens, plane strain, finite element analyses are used to model ductile crack extension inspecimens subjected to quasi-static and impact loading. The Gurson-Tvergaard dilatant plasticity model forvoided materials describes the degradation of material stress capacity. Fixed-size, computational cell elementsdefined over a thin layer along the crack plane provide an explicit length scale for the continuum damage process.Parametric studies focusing on numerically generated R-curves quantify the relative influence of impactvelocity, material strain rate sensitivity, and properties of the computational cells (thickness and initial cell porosity).In all cases, impact loading elevates significantly the R-curve by increasing the amount of backgroundplasticity. Validation of the computational cell approach to predict loading rate effects on R-curves is accomplishedby comparison to quasi-static and impact experimental sets of R-curves for three different steels.
机译:试件尺寸和加载速率对铁素体钢断裂的影响仍然是应用预裂纹夏比试样的关键问题。这项研究采用非线性有限元分析来评估试样尺寸和加载速率对这些试样的劈裂和延性裂纹扩展的影响。 Toexamine加载速率对解理断裂,平面应变和3-D'有限元分析的影响,评估了准静态和冲击加载CVN标本中的裂纹前应力三轴性。平面应变分析利用J-Q轨迹和韧性标定方法来量化加载速率对近端约束的影响。 3-D分析中的裂纹前沿条件以威布尔应力为特征,该应力反映了对劈裂断裂的统计影响。 3-D计算表明,在准静态和冲击载荷条件下,要在断裂时维持较小的屈服条件,比平面应变分析要严格得多的尺寸/变形极限;对于违反这些尺寸/变形极限的冲击分析,应采用改进的韧性定标方法描述了在威布尔应力上消除约束损失的影响。这种新的缩放模型还可以根据测得的冲击韧性值分布来预测准静态断裂韧性值的分布(反之亦然)。该程序适用于从CrNi-Mo-V压力容器钢获得的实验数据,并从冲击载荷,预破裂的CVN试样中准确预测1个T-SE(B)试样中的准静态断裂韧性值。加载速率对CVN试样延性裂纹扩展的影响,平面应变,有限元分析被用于模拟承受准静态和冲击载荷的延性裂纹扩展试样。避免材料的Gurson-Tvergaard膨胀塑性模型描述了材料应力承受能力的下降。沿裂纹平面在薄层上定义的固定大小的计算单元元素为连续损伤过程提供了明确的长度尺度。以数值生成的R曲线为重点的参数研究量化了冲击速度,材料应变率敏感性和材料特性的相对影响。在所有情况下,冲击载荷都会通过增加背景塑性来显着提高R曲线。通过与三种不同钢的R曲线的准静态和冲击实验集进行比较,可以完成计算单元方法对R曲线的加载速率影响的验证。

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