Comparative modelling of crack propagation in elastic–plastic materials using the meshfree local radial basis point interpolation method and eXtended finite-element method [PDF]
The modelling and understanding of crack propagation for elastic–plastic materials is critical in various engineering applications, such as safety analysis of concrete structures and stability analysis of rock slopes.
Yazhe Li +3 more
doaj +1 more source
Macroscopic material degradation model of Norway spruce clear wood for XFEM
The study aims at investigating the failure behavior of Norway spruce clear wood specimens using XFEM by modeling earlywood and latewood growth rings.
Tamás Király +2 more
doaj +1 more source
Numerical Generation of Mode I Stress Intensity Factors for Narrow Elliptical Cracks in Round Bars
Summary The finite element model can replicate solutions found in the literature. The numerical crack tip singularity is analyzed in detail. Geometric correction factors decrease as the surface crack narrows. The polynomial fitting enables precise reproduction of SIF solutions.
Unai Eibar +2 more
wiley +1 more source
Estimation of Fracture path in the Structures and the Influences of Non-singular term on crack propagation [PDF]
In the present research, a fully Automatic crack propagation as one of the most complicated issues in fracture mechanics is studied whether there is an inclusion or no inclusion in the structures.
AbdolGhafoor Khademalrasoul +1 more
doaj +1 more source
A two‐dimensional multiscale finite element analysis framework was established for the first‐generation MoSiBTiC alloy, and the mechanical and fracture‐related parameters of the constituent phases were calibrated through experiments and simulations. The framework provides a basis for analyzing crack propagation behavior in its complex microstructure ...
Junfeng Du +4 more
wiley +1 more source
Reliable Structural Stability and Damage Control of Concrete Gravity Dams During Earthquakes
In this work, meta models considering the non-linearity of the problem are dedicated to determining the displacements of the crest and the foundation of the Koyna dam model.
Nazim Abdul Nariman +4 more
doaj +1 more source
Convergence Investigation of XFEM Enrichment Schemes for Modeling Cohesive Cracks
When simulating cohesive cracks in the XFEM framework, specific enrichment schemes are designed for the non-singular near-tip field and an iteration procedure is used to solve the nonlinearity problem.
Guangzhong Liu, Jiamin Guo, Yan Bao
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Qualitative Analysis of the Influence of Cooling Time Δt8/5 on Paris Equation for HSLA Steel S960QL
ABSTRACT This paper examines the influence of cooling time in the temperature interval from 800°C to 500°C (Δt8/5) on the Paris law parameters C and m for HSLA steel. Fatigue crack growth tests were performed on specimens machined from S960QL steel plates subjected to different cooling times.
I. Dunđer +3 more
wiley +1 more source
ABSTRACT Fluid‐filled phase‐field fracture simulations require robust, scalable solvers that can handle strongly nonlinear, non‐smooth mechanics and tightly coupled flow on locally refined meshes. In this work, we develop an adaptive finite element framework for quasi‐static, fluid‐filled phase‐field fractures that combines semi‐smooth Newton methods ...
Leon M. Kolditz +3 more
wiley +1 more source
Hydraulic fracturing simulation of soils based on XFEM
Hydraulic fracture will have a serious negative impact on the safety of core rockfill dams. Macroscopically, the hydraulic fracture of soils can be regarded as the failure process of further development of local cracks (weak surfaces) under the action of
WANG Xiang-nan 1, LI Quan-ming 1, 2, YU Yu-zhen 1, LÜ He 1
doaj +1 more source

