A formulation and implementation of geometrically exact curved beam elements incorporating finite strains and finite rotations

By Rakesh K. Kapania, Jing Li. 2003

71 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Control and Systems Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/ea6856c059e1577c2098a708fb394680d02d72d4

How researchers see this paper

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

In Civil and Structural Engineering

1. Peter Cesarek
2. Dejan Zupan
3. Miran Saje
4. Rakesh K. Kapania
5. A. Tamijani

In Control and Systems Engineering

1. Peter Cesarek
2. Dejan Zupan
3. Miran Saje

In Mechanics of Materials

1. Peter Cesarek
2. Dejan Zupan
3. Miran Saje
4. Rakesh K. Kapania
5. A. Tamijani

Citations in the corpus

• Buckling and Static Analysis of Curvilinearly Stiffened Plates Using Mesh-Free Method (2009, background): “Kapania andLi [17,18] studied the geometrically exactfinite strain curved twisted beam theory with large displacements/rotations and extended using orthonormal frames and the rigid-cross-section assumption.”
• Kinematically exact curved and twisted strain-based beam (2012, background): “The present result are in an excellent agreement with the ones presented by Kapania and Li (2003).”