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Frank P. T. Baaijens

Researcher at Eindhoven University of Technology

Publications -  141
Citations -  8599

Frank P. T. Baaijens is an academic researcher from Eindhoven University of Technology. The author has contributed to research in topics: Heart valve & Finite element method. The author has an hindex of 51, co-authored 139 publications receiving 7800 citations.

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Decreased mechanical stiffness in LMNA−/− cells is caused by defective nucleo-cytoskeletal integrity: implications for the development of laminopathies

TL;DR: The studies show a direct correlation between absence of LMNA proteins and nuclear fragility in living cells, and suggest that in addition to the loss of nuclear stiffness, a physical interaction between nuclear structures and the cytoskeleton is causing more general cellular weakness and emphasizes a potential key function for lamins in maintaining cellular tensegrity.
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Mixed finite element methods for viscoelastic flow analysis : a review

TL;DR: The progress made during the past decade in the application of mixed finite element methods to solve viscoelastic flow problems using differential constitutive equations is reviewed in detail in this paper.
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A fictitious domain/mortar element method for fluid-structure interaction

TL;DR: In this paper, a new method for the computational analysis of fluid-structure interaction of a Newtonian fluid with slender bodies is developed, which combines ideas of the fictitious domain and the mortar element method by imposing continuity of the velocity field along an interface by means of Lagrange multipliers.
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Nonlocal implicit gradient-enhanced elasto-plasticity for the modelling of softening behaviour

TL;DR: In this paper, an improved gradient-enhanced approach for softening elasto-plasticity is proposed, which in essence is fully nonlocal, i.e. an equivalent integral nonlocal format exists.
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Differential constitutive equations for polymer melts: The extended Pom–Pom model

TL;DR: The modified extended Pom-Pom model as discussed by the authors does not show the three problems and is easy for implementation in finite element packages, because it is written as a single equation and can be expressed as a local branch-point displacement.