首页> 外文会议>Tenth International Conference on Computational Methods and Experimental Measurements, 10th, 2001, Alicante >The transferability of fracture toughness characteristics from point a view of the integrity of components with defects
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The transferability of fracture toughness characteristics from point a view of the integrity of components with defects

机译:从缺陷组件的完整性的角度来看,断裂韧性特性的可传递性

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In this work, the use of the Weibull stress as a measure of the failure probability of cracked body is tested. Fracture of large engineering structures and conventional safety assessment and integrity of components and structures still remains a top field of research in the experimental and the theoretical fracture mechanics. Weibull stress seems to be a parameter for prediction of cleavage failure of cracked bodies and the study is focused to assess the effects of constraint loss on cleavage fracture toughness (J_c). To quantify the relative effects of constraint variation on the cleavage fracture toughness the form of the toughness-scaling model based on the Weibull stress σ_w is investigated. Local material parameters have been calculated arising from Beremin approach. It is based on weakest link assumption and incremental fracture probability, which depends not only on the maximum principal stress, but also on the equivalent plastic strain. Accepting this approach to the analysis of local criteria for cleavage fracture the location σ_u and shape parameters m were calculated using FEM for notched tensile bars having various type of geometry. The aim of the paper can be seen in fracture toughness correction from various specimen geometries to small scale yielding (SSY). The fracture resistance has been assessed using data from static tests of the bend specimens and from the axisymmetric notched tensile specimens. The standard finite element method package Abaqus was applied and the manganese cast steel considered for storage and transport container for spent nuclear fuel (SKODA) was selected as an experimental material.
机译:在这项工作中,测试了使用威布尔应力作为开裂体失效概率的量度。大型工程结构的断裂以及常规的安全评估以及部件和结构的完整性仍然是实验和理论断裂力学领域的研究重点。威布尔应力似乎是预测裂纹体断裂破坏的参数,该研究的重点是评估约束损失对断裂断裂韧性的影响(J_c)。为了量化约束变化对解理断裂韧性的相对影响,研究了基于威布尔应力σ_w的韧性缩放模型的形式。根据Beremin方法计算出局部材料参数。它基于最弱的连接假设和增加的断裂概率,这不仅取决于最大主应力,还取决于等效塑性应变。接受此方法以分析断裂劈裂的局部标准,使用FEM对具有各种类型几何形状的缺口拉伸杆计算位置σ_u和形状参数m。从各种试样几何形状到小规模屈服(SSY)的断裂韧性校正,都可以看出本文的目的。已经使用来自弯曲试样的静态测试和轴对称切口拉伸试样的数据评估了抗断裂性。应用了标准有限元方法软件包Abaqus,并选择了用于乏核燃料存储和运输容器(SKODA)的锰铸钢作为实验材料。

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