2009
DOI: 10.1007/s11044-009-9146-6
|View full text |Cite
|
Sign up to set email alerts
|

Clamped end conditions and cross section deformation in the finite element absolute nodal coordinate formulation

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
6
0

Year Published

2009
2009
2019
2019

Publication Types

Select...
9

Relationship

2
7

Authors

Journals

citations
Cited by 16 publications
(6 citation statements)
references
References 14 publications
0
6
0
Order By: Relevance
“…In the case of the fully parameterized ANCF beam element considered in this investigation, one can show that the preceding equation reduces to the simple form (ds/dS) = |r y × r z | [6].…”
Section: Ligament Cross Section Deformationmentioning
confidence: 94%
“…In the case of the fully parameterized ANCF beam element considered in this investigation, one can show that the preceding equation reduces to the simple form (ds/dS) = |r y × r z | [6].…”
Section: Ligament Cross Section Deformationmentioning
confidence: 94%
“…The cross section deformation at the joint nodes can be captured using Nanson's formula which can be written as follows [6,8,16]:…”
Section: Deformation Modesmentioning
confidence: 99%
“…The global position vector of a point on the beam is represented using the global shape function and absolute coordinates as [17,18] …”
Section: Equations Of Motion Of An Ancf Beam Elementmentioning
confidence: 99%