SUMMARY
This work presents a new approach to model the contact between a circular cross section beam and a flat surface. In a finite element environment, when working with beam elements in contact with surfaces, it is common to consider node or line to surface approaches for describing contact. An offset can be included in normal gap function due to beam cross section dimensions. Such a procedure can give good results in frictionless scenarios, but the friction effects are not usually properly treated. When friction plays a role (e.g., rolling problems or alternating rolling/sliding) more elaboration is necessary. It is proposed here a method that considers an offset not only in normal gap. The basic idea is to modify the classical definition of tangential gap function in order to include the effect of rigid body rotation that occurs in a rolling scenario and, furthermore, consider the moment of friction force. This paper presents the new gap function definition and also its consistent linearization for a direct implementation in a Newton-Raphson method to solve nonlinear structural problems modeled using beam elements. The methodology can be generalized to any interaction involving elements with rotational degrees of freedom. Copyright © 2013 John Wiley & Sons, Ltd.
[1]
P. Wriggers,et al.
On contact between three-dimensional beams undergoing large deflections
,
1997
.
[2]
Paulo M. Pimenta,et al.
Static analysis of offshore risers with a geometrically-exact 3D beam model subjected to unilateral contact
,
2014
.
[3]
Peter Wriggers,et al.
A triangular finite shell element based on a fully nonlinear shell formulation
,
2003
.
[4]
K. Spring.
Euler parameters and the use of quaternion algebra in the manipulation of finite rotations: A review
,
1986
.
[5]
P. Wriggers,et al.
An exact conserving algorithm for nonlinear dynamics with rotational DOFs and general hyperelasticity. Part 2: shells
,
2011
.
[6]
Giorgio Zavarise,et al.
Contact with friction between beams in 3‐D space
,
2000
.
[7]
David J. Benson,et al.
A single surface contact algorithm for the post-buckling analysis of shell structures
,
1990
.
[8]
Clóvis de Arruda Martins,et al.
Loop Formation in Catenary Risers on Installation Conditions: A Comparison of Statics and Dynamics
,
2013
.