K
Kjell Magne Mathisen
Researcher at Norwegian University of Science and Technology
Publications - 26
Citations - 938
Kjell Magne Mathisen is an academic researcher from Norwegian University of Science and Technology. The author has contributed to research in topics: Finite element method & Isogeometric analysis. The author has an hindex of 13, co-authored 26 publications receiving 822 citations. Previous affiliations of Kjell Magne Mathisen include Norwegian Institute of Technology.
Papers
More filters
Journal ArticleDOI
Fracture modeling using meshless methods and level sets in 3D: Framework and modeling
TL;DR: In this article, a numerical framework is developed for 3D fracture modeling where a meshless method, the element-free Galerkin method, is used for stress analysis and level sets are used accurately to describe and capture crack evolution.
Journal ArticleDOI
Engineering Analysis and Design with ALE-VMS and Space–Time Methods
Kenji Takizawa,Yuri Bazilevs,Tayfun E. Tezduyar,Ming-Chen Hsu,Ole Øiseth,Kjell Magne Mathisen,Nikolay Kostov,Spenser McIntyre +7 more
TL;DR: The Deforming-Spatial-Domain/Stabilized Space Time (DSD/SST) method and also the variational multiscale version of the Arbitrary Lagrangian-Eulerian method (ALE-VMS) have been applied to a diverse set of challenging problems with a common core computational technology need.
Journal ArticleDOI
Isogeometric rotation-free bending-stabilized cables: Statics, dynamics, bending strips and coupling with shells
Siv Bente Raknes,Xiaowei Deng,Yuri Bazilevs,David J. Benson,Kjell Magne Mathisen,Trond Kvamsdal +5 more
TL;DR: In this paper, an isogeometric cable formulation is derived from a 3D continuum, where large deformation kinematics and the St. Venant-Kirchhoff constitutive law are assumed.
Journal ArticleDOI
Dynamic response and fluid/structure interaction of submerged floating tunnels
TL;DR: In this paper, a stochastic dynamic response analysis of submerged floating tunnels subjected to wave loading is presented for the purpose of establishing force, damping and mass coefficients for structural elements with three-dimensional flow conditions, fluid/structure interaction is modeled as finite element implementation of the Navier-Stokes equation.
Journal ArticleDOI
Using ALE-VMS to compute aerodynamic derivatives of bridge sections
TL;DR: This paper employs the Finite Element Method with an effective mesh-moving algorithm to simulate the forced-vibration experiments of bridge sectional models and shows how weak enforcement of the no-slip boundary condition gives a very accurate representation of the aeroelastic forces in the case of relatively coarse boundary layer mesh resolution.