Computational model for discrete crack growth in plain and reinforced concrete
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Publication:1600785
DOI10.1016/S0045-7825(02)00210-4zbMath1131.74339OpenAlexW2107543291MaRDI QIDQ1600785
C. S. Krishnamoorthy, M. V. K. V. Prasad
Publication date: 16 June 2002
Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/s0045-7825(02)00210-4
Contact mechanicsFE analysisDiscrete crack modelRemeshingAggregate interlockConcrete fractureInterface bond
Brittle fracture (74R10) Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30)
Related Items (7)
A new model for the analysis of reinforced concrete members with a coupled HdBNM/FEM ⋮ Dual order-reduced Gaussian process emulators (DORGP) for quantifying high-dimensional uncertain crack growth using limited and noisy data ⋮ Modelling multiple cohesive crack propagation using a finite element-scaled boundary finite element coupled method ⋮ Nonlocal damage modelling by the scaled boundary finite element method ⋮ Simulation of crack growth using cohesive crack method ⋮ A sideface traction approach for cohesive and frictional crack growth problems using SBFEM ⋮ Simplified qualitative discrete numerical model to determine cracking pattern in brittle materials by means of finite element method
Cites Work
- Meshing by successive superelement decomposition (MSD) -- A new approach to quadrilateral mesh generation
- Adaptive finite element analysis of mode I fracture in cement-based materials
- The superconvergent patch recovery anda posteriori error estimates. Part 2: Error estimates and adaptivity
- A finite element analysis of non-prescribed crack propagation in concrete
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