Roger Andrew Sauer
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Roger Andrew Sauer has a total of 109 co-authors. Here are the top co-authors by number of shared publications:
Thang X. Duong
15 shared publications- Shaofan Li
Univ. of California
10 shared publications - Reza Ghaffari
Department of Medical Education, Education Development Center, Tabriz University of Medical Sciences, Tabriz, Iran
8 shared publications - Amaresh Sahu
McKetta Department of Chemical Engineering, University of Texas 2 , Austin, Texas 78712
7 shared publications - Kranthi K. Mandadapu
Department of Chemical & Biomolecular Engineering University of California 94720 Berkeley CA USA
7 shared publications Muhammad Osman
Institute of Mechanics, Technical University of Dortmund, Dortmund, Germany
7 shared publications
Latest Publications
- Open Access
- 12 October 2026
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 464
A coupled finite element formulation for chemo-mechano-thermodynamical contact and its application to bonding and debonding
- 12 October 2026
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 464
Open AccessA coupled finite element formulation for chemo-mechano-thermodynamical contact and its application to bonding and debonding
- Open Access
- 17 September 2026
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 463
A computational model for short-range van der Waals interactions between beams and shells
- 17 September 2026
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 463
Open AccessA computational model for short-range van der Waals interactions between beams and shells
- Open Access
- 28 December 2025
- Published by Wiley in Proceedings in Applied Mathematics and Mechanics
- Vol. 25 (4)
Material Identification of Heterogeneous Isogeometric Bernoulli–Euler Beams With Pretensioning
This study employs the Finite Element Model Updating (FEMU) method for identification of material parameters and pretensioning forces in heterogeneous planar Bernoulli–Euler beams, which are analyzed using isogeometric analysis. The unknown material fields are discretized with a separate mesh based on Lagrange interpolation, referred to as the material mesh. The nodal values of the material mesh and the pretensioning force become discrete unknowns of the inverse problem. The FEMU objective function is formulated as a least‐square error, consisting of the differences between experimental and finite element displacements obtained from quasi‐static nonlinear calculations. To solve this problem, the Trust Region Interior Reflective algorithm is used. In addition, analytical derivatives are provided to accelerate the computations. The proposed approach is verified by the example of identifying Young's modulus distribution and pretensioning based on artificially generated experimental data. Results show that the material parameter identification is sensitive to noise. However, with sufficient experimental data, the influence of noise can be significantly reduced. The pretensioning force can be robustly reconstructed even for high noise levels.
- 28 December 2025
- Published by Wiley in Proceedings in Applied Mathematics and Mechanics
- Vol. 25 (4)
Open AccessMaterial Identification of Heterogeneous Isogeometric Bernoulli–Euler Beams With Pretensioning
This study employs the Finite Element Model Updating (FEMU) method for identification of material parameters and pretensioning forces in heterogeneous planar Bernoulli–Euler beams, which are analyzed using isogeometric analysis. The unknown material fields are discretized with a separate mesh based on Lagrange interpolation, referred to as the material mesh. The nodal values of the material mesh and the pretensioning force become discrete unknowns of the inverse problem. The FEMU objective function is formulated as a least‐square error, consisting of the differences between experimental and finite element displacements obtained from quasi‐static nonlinear calculations. To solve this problem, the Trust Region Interior Reflective algorithm is used. In addition, analytical derivatives are provided to accelerate the computations. The proposed approach is verified by the example of identifying Young's modulus distribution and pretensioning based on artificially generated experimental data. Results show that the material parameter identification is sensitive to noise. However, with sufficient experimental data, the influence of noise can be significantly reduced. The pretensioning force can be robustly reconstructed even for high noise levels.
- Open Access
- 13 October 2025
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 448
Nonlinear elastodynamic material identification of heterogeneous isogeometric Bernoulli–Euler beams
- 13 October 2025
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 448
Open AccessNonlinear elastodynamic material identification of heterogeneous isogeometric Bernoulli–Euler beams
- Open Access
- 8 September 2025
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 447
A curvilinear surface ALE formulation for self-evolving Navier-Stokes manifolds – stabilized finite element formulation
- 8 September 2025
- Published by Elsevier in Computer Methods in Applied Mechanics and Engineering
- Vol. 447
Open AccessA curvilinear surface ALE formulation for self-evolving Navier-Stokes manifolds – stabilized finite element formulation
- Open Access
- 4 August 2025
- Published by Cambridge University Press (CUP) in Journal of Fluid Mechanics
- Vol. 1016
A curvilinear surface ALE formulation for self-evolving Navier–Stokes manifolds – general theory and analytical solutions
A new arbitrary Lagrangian–Eulerian (ALE) formulation for Navier–Stokes flow on self-evolving surfaces is presented. It is based on a general curvilinear surface parameterisation that describes the motion of the ALE frame. Its in-plane part becomes fully arbitrary, while its out-of-plane part follows the material motion of the surface. This allows for the description of flows on deforming surfaces using only surface meshes. The unknown fields are the fluid density or pressure, the fluid velocity and the surface motion, where the latter two share the same normal velocity. The corresponding field equations are the continuity equation or area-incompressibility constraint, the surface Navier–Stokes equations and suitable surface mesh equations. Particularly advantageous are mesh equations based on membrane elasticity. The presentation focuses on the coupled set of strong and weak form equations, and presents several manufactured steady and transient solutions. These solutions are used together with numerical simulations to illustrate and discuss the properties of the proposed new ALE formulation. They also serve as basis for the development and verification of corresponding computational methods. The new formulation allows for a detailed study of fluidic membranes such as soap films, capillary menisci and lipid bilayers.
- 4 August 2025
- Published by Cambridge University Press (CUP) in Journal of Fluid Mechanics
- Vol. 1016
Open AccessA curvilinear surface ALE formulation for self-evolving Navier–Stokes manifolds – general theory and analytical solutions
A new arbitrary Lagrangian–Eulerian (ALE) formulation for Navier–Stokes flow on self-evolving surfaces is presented. It is based on a general curvilinear surface parameterisation that describes the motion of the ALE frame. Its in-plane part becomes fully arbitrary, while its out-of-plane part follows the material motion of the surface. This allows for the description of flows on deforming surfaces using only surface meshes. The unknown fields are the fluid density or pressure, the fluid velocity and the surface motion, where the latter two share the same normal velocity. The corresponding field equations are the continuity equation or area-incompressibility constraint, the surface Navier–Stokes equations and suitable surface mesh equations. Particularly advantageous are mesh equations based on membrane elasticity. The presentation focuses on the coupled set of strong and weak form equations, and presents several manufactured steady and transient solutions. These solutions are used together with numerical simulations to illustrate and discuss the properties of the proposed new ALE formulation. They also serve as basis for the development and verification of corresponding computational methods. The new formulation allows for a detailed study of fluidic membranes such as soap films, capillary menisci and lipid bilayers.
- Open Access
- 28 April 2025
- Published by Elsevier in Journal of the Mechanics and Physics of Solids
- Vol. 200
A finite strain model for fiber angle plasticity of textile fabrics based on isogeometric shell finite elements
- 28 April 2025
- Published by Elsevier in Journal of the Mechanics and Physics of Solids
- Vol. 200
Open AccessA finite strain model for fiber angle plasticity of textile fabrics based on isogeometric shell finite elements
- Open Access
- 25 March 2025
- Published by Elsevier in Applied Mathematical Modelling
- Vol. 145
New analytical laws and applications of interaction potentials with a focus on van der Waals attraction
- 25 March 2025
- Published by Elsevier in Applied Mathematical Modelling
- Vol. 145
Open AccessNew analytical laws and applications of interaction potentials with a focus on van der Waals attraction