TY - JOUR
T1 - A contact description for continuum beams with deformable arbitrary cross-section
AU - Bozorgmehri, B
AU - Obrezkov, LP
AU - Harish, AB
AU - Mikkola, A
AU - Matikainen, MK
PY - 2023/2/1
Y1 - 2023/2/1
N2 - This work introduces a surface-to-surface contact description in the context of beam-to-beam contact. The introduced contact description is formulated in the frame work of the absolute nodal coordinate formulation. Leveraging the solid element-like features of the absolute nodal coordinate beam formulation and utilizing an interpolation scheme to parameterize the cross-section geometry, the computationally expensive discretization in beam's thickness directions can be avoided. The developed formulation is general to account for internal and external contact scenarios. Numerical examples illustrate the robustness and applicability of the introduced formulation in contact problems comprising beams with arbitrary cross-sectional geometry and material nonlinearities. The numerical results indicate the effectiveness of the proposed contact solution to problems entailing various contact configurations, such as the presence of coupled large deformation modes within contact, contact between beams with sharp-edges, and a scenario where an arbitrary curve-to-curve contact takes place across beams’ surfaces. Accuracy of the contact integrals and the stability of the proposed formulation are also examined, respectively using the contact path and inf–sup tests.
AB - This work introduces a surface-to-surface contact description in the context of beam-to-beam contact. The introduced contact description is formulated in the frame work of the absolute nodal coordinate formulation. Leveraging the solid element-like features of the absolute nodal coordinate beam formulation and utilizing an interpolation scheme to parameterize the cross-section geometry, the computationally expensive discretization in beam's thickness directions can be avoided. The developed formulation is general to account for internal and external contact scenarios. Numerical examples illustrate the robustness and applicability of the introduced formulation in contact problems comprising beams with arbitrary cross-sectional geometry and material nonlinearities. The numerical results indicate the effectiveness of the proposed contact solution to problems entailing various contact configurations, such as the presence of coupled large deformation modes within contact, contact between beams with sharp-edges, and a scenario where an arbitrary curve-to-curve contact takes place across beams’ surfaces. Accuracy of the contact integrals and the stability of the proposed formulation are also examined, respectively using the contact path and inf–sup tests.
KW - Absolute nodal coordinate formulation
KW - Arbitrary cross-section
KW - Beam-to-beam contact
KW - Internal contact
KW - Surface-to-surface
UR - https://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=pure_starter&SrcAuth=WosAPI&KeyUT=WOS:000898563200001&DestLinkType=FullRecord&DestApp=WOS
U2 - 10.1016/j.finel.2022.103863
DO - 10.1016/j.finel.2022.103863
M3 - Article
SN - 0168-874X
VL - 214
JO - Finite Elements in Analysis and Design
JF - Finite Elements in Analysis and Design
M1 - 103863
ER -