Two Simple Triangular Plate Elements Based on the Absolute Nodal Coordinate Formulation

By Oleg Dmitrochenko, Aki Mikkola. 2008

80 citations recorded by the source corpus.

Subfields: Control and Systems Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/306f771b85a9632e0246cb582395cdd325bb57bc

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Control and Systems Engineering

1. Haiyan Hu
2. Qiang Tian
3. Cheng Liu
4. K. Luo
5. A. Olshevskiy
6. Chang-wan Kim
7. Oleg Dmitrochenko
8. Paulo Flores

In Mechanical Engineering

1. A. Olshevskiy
2. Chang-wan Kim
3. Qiang Tian
4. Haiyan Hu
5. Cheng Liu
6. K. Luo
7. Oleg Dmitrochenko

Citations in the corpus

• Nonlinear static and dynamic analysis of hyper-elastic thin shells via the absolute nodal coordinate formulation (2016, methodology): “As stated in the studies [13,14,47,48], a mesh size of 8×8 shell elements ofANCF is used tomodel the plateshaped pendulum.”
• Three-Dimensional Solid Brick Element Using Slopes in the Absolute Nodal Coordinate Formulation (2014, methodology): “Dmitrochenko and Mikkola developed two triangular elements employing the Kirchhoff plate theory for the exact description of an arbitrary rigid body motion [17] and several thin plate elements as well [18,19].”