2019
DOI: 10.1002/nme.6187
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A nonintrusive distributed reduced‐order modeling framework for nonlinear structural mechanics—Application to elastoviscoplastic computations

Abstract: Summary In this work, we propose a framework that constructs reduced‐order models for nonlinear structural mechanics in a nonintrusive fashion and can handle large‐scale simulations. Three steps are carried out: (i) the production of high‐fidelity solutions by commercial software, (ii) the offline stage of the model reduction, and (iii) the online stage where the reduced‐order model is exploited. The nonintrusivity assumes that only the displacement field solution is known, and the proposed framework carries o… Show more

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Cited by 27 publications
(37 citation statements)
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“…We consider the model introduced in [12], which we briefly recall below for the sake of completeness. The structure of interest is noted Ω and its boundary ∂Ω, where ∂Ω = ∂Ω D ∪ ∂Ω N such that ∂Ω D ∩ ∂Ω N = ∅, see Figure 2.…”
Section: High-fidelity Elastoviscoplastic Modelmentioning
confidence: 99%
See 4 more Smart Citations
“…We consider the model introduced in [12], which we briefly recall below for the sake of completeness. The structure of interest is noted Ω and its boundary ∂Ω, where ∂Ω = ∂Ω D ∪ ∂Ω N such that ∂Ω D ∩ ∂Ω N = ∅, see Figure 2.…”
Section: High-fidelity Elastoviscoplastic Modelmentioning
confidence: 99%
“…For instance, the integrals in (6) and (7) are computed in computational complexity dependent on N in the general case. We briefly present the choices made in our previous work [12]: the offline stage is composed of the following steps • data generation: this corresponds to the generation of the numerical approximation of the solutions to (1a)-(1f), using the Newton algorithm (2). Multiple temporal solutions can be considered, for different loading conditions.…”
Section: Reduced Order Modelingmentioning
confidence: 99%
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