On the stress wave induced curving of fast running cracks -- a numerical study by a time-domain boundary element method

DOI10.1007/BF01186959zbMath0936.74059OpenAlexW2040331526MaRDI QIDQ1288690

Dietmar Gross, Th. Seelig

Publication date: 25 May 2000

Published in: Acta Mechanica (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf01186959

zbMATH Keywords

collocation methodstress wavesfracture criteriontime-stepping schemetime-domain boundary integral equationslinear elastic bodydynamically loaded plane structuresevolution of crack trajectory

Mathematics Subject Classification ID

Brittle fracture (74R10) Boundary element methods applied to problems in solid mechanics (74S15)

Related Items (3)

Dynamic modelling of the flat 2-D crack by a semi-analytic BIEM scheme ⋮ Boundary element method in dynamic analysis of structures with cracks ⋮ Energy storage and geo-massif fracture

Cites Work

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• Analysis of dynamic crack propagation using a time-domain boundary integral equation method
• Numerical simulations of fast crack growth in brittle solids
• DYNAMIC FRACTURE USING ELEMENT-FREE GALERKIN METHODS
• Numerical Modeling of Dynamic Crack Propagation in Finite Bodies, by Moving Singular Elements—Part 2: Results
• Dynamic Fracture Mechanics
• A non‐hypersingular time‐domain BIEM for 3‐D transient elastodynamic crack analysis

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