Abstract:International audienceLocal approach to brittle fracture for low-alloyed steels is discussed in this paper. A bibliographical introduction intends to highlight general trends and consensual points of the topic and evokes debatable aspects. French RPV steel 16MND5 (equ. ASTM A508 Cl.3), is then used as a model material to study the influence of temperature on brittle fracture. A micromechanical modelling of brittle fracture at the elementary volume scale already used in previous work is then recalled. It involv… Show more
“…The empirical distribution function of this failure load level set shows the failure probability of the specimen in increasing load level. The detail of this approach is showed in [7,3]. Figure 2 shows the 20 failure probability curves estimated from 20 bi-dimensional specimen simulations with 20 different microstructures using this approach.…”
Section: Local Approach To Fracturementioning
confidence: 99%
“…The fitting of the failure probability curve by the Beremin model gave us the brittle properties of the material. This approach has been recently coupled with polycrystalline aggregates simulations at the microscopic scale [3]. The main idea of such an approach is to model a single material representative volume element (RVE) as a polycrystalline aggregate and compute the principal stress field under given load conditions.…”
Section: Introductionmentioning
confidence: 99%
“…Within the weakest link theory the failure of a single critical carbide induces the failure of the RVE. Then the failure probability curve of the RVE is fitted using the Beremin model [3,4] to explain the dependence on temperature of material properties. However it is believed that numerous parameters such as grain geometry and orientation may influence the stress field and thus the final result.…”
“…The empirical distribution function of this failure load level set shows the failure probability of the specimen in increasing load level. The detail of this approach is showed in [7,3]. Figure 2 shows the 20 failure probability curves estimated from 20 bi-dimensional specimen simulations with 20 different microstructures using this approach.…”
Section: Local Approach To Fracturementioning
confidence: 99%
“…The fitting of the failure probability curve by the Beremin model gave us the brittle properties of the material. This approach has been recently coupled with polycrystalline aggregates simulations at the microscopic scale [3]. The main idea of such an approach is to model a single material representative volume element (RVE) as a polycrystalline aggregate and compute the principal stress field under given load conditions.…”
Section: Introductionmentioning
confidence: 99%
“…Within the weakest link theory the failure of a single critical carbide induces the failure of the RVE. Then the failure probability curve of the RVE is fitted using the Beremin model [3,4] to explain the dependence on temperature of material properties. However it is believed that numerous parameters such as grain geometry and orientation may influence the stress field and thus the final result.…”
“…A remarkable Bauschinger effect was observed and reflects the presence of significant internal stresses. A measure of the Bauschinger effect can be provided by the so-called ''Bauschinger stress'' denoted X and defined as X ¼ ðS ð1Þ þ S ð2Þ Þ=2 where S (1) and S (2) are respectively the forward macroscopic flow stress at the end of the tension stage and the reverse macroscopic yield stress in the compression stage. Let us note that this definition of X is half the quantity defined in Ref.…”
Section: Materials and Mechanical Testsmentioning
confidence: 99%
“…Nowadays, a particular attention is paid in the nuclear industry to the influence of the carbide particle size on material's behavior and local strains and stresses with the aim of better understanding and deriving fracture toughness in the 16MND5 steels used in nuclear reactor vessels [1]. Mean field approaches are often used in designing heterogeneous materials, as they can lead to reasonable estimates of the stress-strain levels in the matrix and in the inclusions, while being very effective in terms of computation costs.…”
is an open access repository that collects the work of Arts et Métiers ParisTech researchers and makes it freely available over the web where possible. In situ tensile tests were performed at room temperature on a ferrite-cementite steel specifically designed for this study. The evolution of the average stress in ferrite during loading was analyzed by Xray diffraction. Lattice strain measurements were performed with synchrotron ring diffraction in both ferrite and cementite. These in situ tests were complemented by macroscopic tensile and reversible tensile-compression tests to study the Bauschinger effect. In order to reproduce stresses in ferrite and cementite particles, a recently developed micromechanical Internal Length Mean Field (ILMF) model based on a generalized self-consistent scheme is applied. In this designed ferrite-cementite steel, the third ''phase'' of the model represents finite intermediate ''layers'' in ferrite due to large geometrically necessary dislocation (GND) densities around cementite particles. The assumed constant thickness of the layers is calibrated thanks to the obtained experimental data. The ILMF model is validated by realistic estimates of the Bauschinger stress and the large difference between mean stresses in ferrite and in cementite phases. This difference cannot be reproduced by classic two-phase homogenization schemes without intermediate GND layers.
The spatial variability of stress fields resulting from polycrystalline aggregate calculations involving random grain geometry and crystal orientations is investigated. A periodogram-based method is proposed to identify the properties of homogeneous Gaussian random fields (power spectral density and related covariance structure). Based on a set of finite element polycrystalline aggregate calculations the properties of the maximal principal stress field are identified. Two cases are considered, using either a fixed or random grain geometry. The stability of the method w.r.t the number of samples and the load level (up to 3.5 % macroscopic deformation) is investigated.
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