O Weeger - Structural and Multidisciplinary Optimization, 2022 - Springer
A computational method for optimizing the shape of the centerline curve and the spatial variation of geometric and material sizing parameters of the cross-sections of elastic, 3 …
A Borković, B Marussig, G Radenković - Computer Methods in Applied …, 2022 - Elsevier
The objective of this research is the development of a geometrically exact model for the analysis of arbitrarily curved spatial Bernoulli–Euler beams. The complete metric of the …
D Ignesti, G Ferri, F Auricchio, A Reali… - Computer Methods in …, 2023 - Elsevier
The present paper presents a robust multi-patch formulation based on the isogeometric collocation (IGA-C) method for the solution of linear, spatial Timoshenko beam structures …
The effect of higher order continuity in the solution field by using NURBS basis function in isogeometric analysis (IGA) is investigated for an efficient mixed finite element formulation …
A novel geometrically exact model of the spatially curved Bernoulli–Euler beam is developed. The formulation utilizes the Frenet–Serret frame as the reference for updating …
J Rong, Z Wu, C Liu, O Brüls - Computer Methods in Applied Mechanics …, 2020 - Elsevier
Based on a formulation on the special Euclidean group SE (3), a geometrically exact thin- walled beam with an arbitrary open cross-section is proposed to deal with the finite …
An isogeometric finite element formulation for geometrically and materially nonlinear Timoshenko beams is presented, which incorporates in-plane deformation of the cross …
D Vo, P Nanakorn, TQ Bui - Computer Methods in Applied Mechanics and …, 2021 - Elsevier
This study presents a novel isogeometric Euler–Bernoulli beam formulation for geometrically nonlinear analysis of multi-patch beam structures. The proposed formulation is derived from …