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A unified multiscale ductility exhaustion based approach to predict uniaxial, multiaxial creep rupture and crack growth

机译:基于统一的多尺度延性耗竭预测单轴,多轴蠕变断裂和裂纹扩展的方法

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摘要

Numerical and analytical methods for predicting uniaxial damage have largely depended on the constituent components of the stress/strain measured data which have inherent scatter. Models developed for this purpose have also attempted, with some degree of success, to address the fundamental issues of failure mechanisms within a multiaxial stress state context. This paper presents a new analytical/empirical/a postpriori unifying approach to predict creep damage and rupture under uniaxial/multiaxial and crack growth conditions by deriving a multiscale based constraint criterion. Essentially, the model links the global constraint due to geometry in a globally isotropic material with a microstructural constraint arising from creep diffusional processes occurring in a sub-grain locally anisotropic microstructure. Furthermore, it is shown that the model is consistent with the established NSW crack growth model (Nikbin et al., 1984, 1986; Tan et al., 2001) which is routinely used to determine the plane stress/strain bounds for cracking rates in fracture mechanics geometries and cracked components. The concept assumes that at very short times an initial upper shelf material tensile strength and global plasticity and power law creep control creep damage failure and sub grain multiaxial axial stress state dependent failure strain dominates the long term diffusion/dislocation controlled creep response. It is established that the material yield strength in the short term and a measure of creep failure strain at the creep secondary/tertiary transition region described at the limits by the Monkman-Grant failure strain (Monkman and Grant, 1963), are the important variables in both the uniaxial and multiaxial failure processes. For verification creep constitutive properties from long term data from uniaxial and multiaxial and crack growth tests on Grade P91/92 martensitic steels from various databases (EPRI, private communications; NIMS data base), are used to establish the procedure.
机译:预测单轴损伤的数值和分析方法很大程度上取决于应力/应变测量数据的组成成分,这些成分具有固有的分散性。为此目的开发的模型也已经尝试了一定程度的成功,以解决多轴应力状态环境下失效机制的基本问题。本文提出了一种新的分析/经验/事后经验统一方法,通过推导基于多尺度的约束准则来预测单轴/多轴和裂纹扩展条件下的蠕变损伤和破裂。本质上,该模型将全局各向同性材料中的几何形状所引起的全局约束与亚晶粒局部各向异性微结构中发生的蠕变扩散过程引起的微结构约束联系在一起。此外,表明该模型与已建立的新南威尔士州裂纹扩展模型(Nikbin等,1984,1986; Tan等,2001)是一致的,该模型通常用于确定平面应力/应变边界,以求出裂纹的开裂率。断裂力学的几何形状和破裂的零件。该概念假设在很短的时间内,初始的上层架子材料的抗拉强度,整体塑性和幂律蠕变控制蠕变损伤破坏以及与亚晶粒多轴轴向应力状态有关的破坏应变主导了长期扩散/位错控制的蠕变响应。已经确定,重要的变量是材料的短期屈服强度和在蠕变二级/三级过渡区的蠕变破坏应变的量度,该极限由蒙克曼-格兰特破坏应变的极限描述(蒙克曼和格兰特,1963年)。在单轴和多轴破坏过程中。为了验证单轴和多轴长期数据的蠕变本构特性以及各种数据库(EPRI,私人通讯; NIMS数据库)对P91 / 92级马氏体钢进行的裂纹扩展测试,建立了该程序。

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    Nikbin, K;

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