2003
DOI: 10.1023/a:1022950912782
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Cited by 176 publications
(5 citation statements)
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“…where ε is the vector form of the strain tensor, and E is the elastic coefficient matrix. The strain tensor ε m is obtained by using the right Cauchy-Green deformation tensor [22],…”
Section: Kinematics Characterizationmentioning
confidence: 99%
“…where ε is the vector form of the strain tensor, and E is the elastic coefficient matrix. The strain tensor ε m is obtained by using the right Cauchy-Green deformation tensor [22],…”
Section: Kinematics Characterizationmentioning
confidence: 99%
“…In order to find a more meaningful list of keywords for each community, the keywords 'multibody', 'multibody dynamics', 'multibody system' and 'multibody system dynamics' were excluded. (24) railway vehicle (36) large deformation (38) contact force (43) vehicle dynamics (19) optimization (24) finite element method (23) railway dynamics (33) dynamics (29) impact (42) simulation (19) crashworthiness (23) model reduction (23) wear (32) finite element method (27) contact (35) real-time simulation (17) topology optimization (17) model order reduction (20) vehicle dynamics (32) simulation (25) clearance (26) redundant constraints (14) vehicle dynamics (16) simulation (18) derailment (27) absolute nodal coordinate (24) dynamics (26) constrained multibody system (14) simulation (16) modal analysis (15) finite element method (25) finite element (18) contact dynamics (25) numerical integration (12) parameter identification (15) rigid-flexible coupling (14) vehicle-track interaction (25) modeling (15) joint clearance (25) subsystem synthesis method (11) dynamics (12) dynamic stiffening (13) simulation (21) large displacements (14) revolute clearance joint…”
Section: Detection Of Thematic Communitiesmentioning
confidence: 99%
“…The ANCF lacks some of the problems associated with incremental formulations related to the description of rigid body inertia [32]. From the work of Omar and Shabana [29], finite isoparametric elements are parametrized as surfaces, in two-dimensional models, or volumes [30,31,33]. In beam or plate elements, shear and cross-section deformations are inherently included.…”
Section: Introductionmentioning
confidence: 99%
“…Mikkola and Shabana investigated a nonincremental solution for the finite rotation and large deformation analysis of plates. 19 Their method is based on absolute nodal coordinate formulation and yields plate elements that can exactly represent rigid body motion. The method makes use of the continuity conditions on all the displacement gradients, avoiding nonsmoothness of the plate mid-surface at the nodal points.…”
Section: Introductionmentioning
confidence: 99%