
handle: 11590/530176 , 20.500.11850/674363
AbstractEnhanced transformation field analysis (E‐TFA), recently proposed for reduced‐order modeling, is here formulated for and applied to multiscale analysis. The approach is able to reproduce a highly complex nonlinear macroscale behavior, resulting from a microstructure with cohesive interfaces embedded in an elasto‐plastic bulk. E‐TFA features a consistent tangent matrix in its solution procedure, which enables a straightforward definition of the upscaled tangent stiffness tensor. Numerical tests show that, compared to FE, the proposed approach yields accurate solutions at a lower computational cost.
Numerical and other methods in solid mechanics, computational homogenization, arc-length method, multiscale analysis, arc-length method; computational homogenization; multiscale analysis
Numerical and other methods in solid mechanics, computational homogenization, arc-length method, multiscale analysis, arc-length method; computational homogenization; multiscale analysis
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