Recently, it was shown that additional material constants of strain gradient elasticity (SGE) can be identified for brittle and quasi-brittle materials based on the analysis of experimental data on the crack size effect. In the present paper, we perform precise numerical simulations within SGE and derive regression relations for processing experimental data from standard fracture mechanics tests under pure Mode I loading conditions (CCT, SENT, SENB). We consider the simplified SGE, whose constitutive relations contain a single length scale parameter $\ell$ in addition to the classical elastic constants. We show that, for brittle materials, this parameter can be explicitly identified as $\ell \approx 0.362 (K_{Ic}/\sigma_{ult})^2$. This identification ensures that the fracture loads predicted by classical linear elastic fracture mechanics (LEFM) and by the simplified SGE coincide for relatively long Mode I cracks. However, within the simplified SGE, these fracture loads are evaluated from the nonsingular stress field using the maximum principal stress criterion. For quasi-brittle materials, we derive regression relations that describe the non-classical size effect on strength. This effect is usually treated within nonlinear fracture mechanics but can be naturally captured by SGE. Examples of identification of the length scale parameter $\ell$ based on the established relations and the experimental data for chopped fiber composites and for porous and dense quasi-brittle ceramics are presented.
This study presents a computational verification of three-dimensional (3D) elastic-plastic crack-tip fields, emphasizing the dual-parameter fracture mechanics framework (J–Q) through finite element analysis (FEA) in Ansys Mechanical. While single-parameter fracture mechanics (K or J dominance) adequately describes high...
Mustapha Ali Alibe, I. M. Alibe· Journal of Systematic, Evalu...· 0 citations
Prediction of ductile fracture is essential for designing of components and structures. Local uncoupled and local as well as non-local partially coupled models are compared for tensile tests of specimens made from nickel-based superalloy Inconel 718 with varying geometries: a smooth cylindrical specimen, notched cylind...
P. Kubík, J. Zapletal, T. Návrat et al.· International journal of dam...· 0 citations
Highlights Baseline FEA framework was experimentally validated via 1 × 7 rope tensile tests. Numerical studies show geometric parameters govern load capacity and fracture modes. Simulations predict a 1.00 mm core diameter increases peak tensile force by 9.6%. Numerical models indicate that the hybrid SWR-S3 configurati...
Jing Xiao, Qi-Qi Li, Lin Hu et al.· Materials· 0 citations
Three-point bend tests give access to analytical solutions for identifying mechanical parameters of constitutive models, making it a widely used method for analyzing the behavior of cementitious materials. However, a lack of knowledge regarding the kinematics, such as the Dirichlet boundary conditions, may bias the par...
S. Langlois, F. Hild, M. Maaroufi et al.· Materials Structure· 0 citations
Mid-Thick Plate Theory oversimplifies boundary conditions and ignores key attributes like material plasticity and strain-softening behavior. In response to these challenges, this study introduces a refined method aimed at calculating 3D fracturing characteristics in hard-thick layers, especially those considering an el...
F. Guo, Yong-Wei Du, Yang Tai et al.· Processes· 0 citations
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