2011
DOI: 10.1061/(asce)em.1943-7889.0000256
|View full text |Cite
|
Sign up to set email alerts
|

Analysis of Soft Fibers with Kinematic Constraints and Cross-Links by Finite Deformation Beam Theory

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1

Citation Types

0
3
0

Year Published

2012
2012
2015
2015

Publication Types

Select...
3
1

Relationship

0
4

Authors

Journals

citations
Cited by 4 publications
(3 citation statements)
references
References 15 publications
0
3
0
Order By: Relevance
“…The deformation of the mesh under loading was then computed numerically using a finite element formulation of the finite deformation/rotation of the fibers. 26 More specifically, when the periodic geometry of the mesh was noted, the response of the mesh was determined numerically by placing kinematic boundary conditions on a single polypropylene fiber as shown in Figure 4d and computing the conjugate forces. The modeled fiber, or beam, had an elastic modulus of 1300 MPa and a circular cross section with a radius of 0.21 ± 0.01 mm.…”
Section: Modelmentioning
confidence: 99%
See 1 more Smart Citation
“…The deformation of the mesh under loading was then computed numerically using a finite element formulation of the finite deformation/rotation of the fibers. 26 More specifically, when the periodic geometry of the mesh was noted, the response of the mesh was determined numerically by placing kinematic boundary conditions on a single polypropylene fiber as shown in Figure 4d and computing the conjugate forces. The modeled fiber, or beam, had an elastic modulus of 1300 MPa and a circular cross section with a radius of 0.21 ± 0.01 mm.…”
Section: Modelmentioning
confidence: 99%
“…Briefly, an idealized mesh (Figure c) was modeled displaying the same overall diamond-like openings as the actual mesh. The deformation of the mesh under loading was then computed numerically using a finite element formulation of the finite deformation/rotation of the fibers . More specifically, when the periodic geometry of the mesh was noted, the response of the mesh was determined numerically by placing kinematic boundary conditions on a single polypropylene fiber as shown in Figure d and computing the conjugate forces.…”
Section: In-plane Deformationmentioning
confidence: 99%
“…Most of the published results on this stability topic concern the behavior of a single structural element that may include complex kinematics over the cross section (with higher-order shear models for instance), or various constitutive laws. However, the consideration of the non-linear behavior of multiple interacting columns has been probably less studied due to the difficulty associated with the geometrical constraints induced by the columns' interaction [2]. This problem is of interest for a wide class of engineering applications in civil and aeronautic engineering, and also in a micromechanics perspective.…”
Section: Introductionmentioning
confidence: 99%