Computational model for discrete crack growth in plain and reinforced concrete

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

zbMATH Keywords

Contact mechanicsFE analysisDiscrete crack modelRemeshingAggregate interlockConcrete fractureInterface bond

Mathematics Subject Classification ID

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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