Geometrically exact static isogeometric analysis of arbitrarily curved plane Bernoulli-Euler beam

TL;DR

This paper develops a geometrically exact nonlinear analysis method for in-plane elastic beams, accounting for full strain distribution and beam metric effects, especially important for strongly curved beams.

Contribution

It introduces a comprehensive analytical model for nonlinear in-plane beam analysis using isogeometric methods, considering full beam metric and strain distribution.

Findings

The beam metric significantly influences the structural response.

Nonlinear strain distribution along thickness is crucial for accurate results.

Simplified models may be insufficient for strongly curved beams.

Abstract

We present a geometrically exact nonlinear analysis of elastic in-plane beams in the context of finite but small strain theory. The formulation utilizes the full beam metric and obtains the complete analytic elastic constitutive model by employing the exact relation between the reference and equidistant strains. Thus, we account for the nonlinear strain distribution over the thickness of a beam. In addition to the full analytical constitutive model, four simplified ones are presented. Their comparison provides a thorough examination of the influence of a beam's metric on the structural response. We show that the appropriate formulation depends on the curviness of a beam at all configurations. Furthermore, the nonlinear distribution of strain along the thickness of strongly curved beams must be considered to obtain a complete and accurate response.