On the correspondence between 2D force networks, tensegrity structures and polyhedral stress functions
Fernando Fraternali, Gerardo Carpentieri

TL;DR
This paper explores the relationship between polyhedral stress functions, 2D force networks, and tensegrity structures, introducing a two-mesh technique for stress prediction and generalizing classical results to polyhedral functions.
Contribution
It presents a novel framework linking polyhedral stress functions with self-equilibrated frameworks and introduces a regularization method for stress field approximation.
Findings
Validated the approach with numerical examples
Extended classical stress function results to polyhedral cases
Demonstrated stress prediction in tensegrity models
Abstract
We formulate and discuss the relationship between polyhedral stress functions and internally self-equilibrated frameworks in 2D, and a two-mesh technique for the prediction of the stress field associated with such systems. We generalize classical results concerned with smooth Airy stress functions to polyhedral functions associated with arbitrary triangulations of a simply-connected domain. We also formulate a regularization technique that smoothly projects the stress function corresponding to an unstructured force network over a structured triangulation. The paper includes numerical examples dealing with a benchmark problem of plane elasticity, and the stress fields associated with tensegrity models of a cantilever beam and an elliptical membrane.
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Taxonomy
TopicsStructural Analysis and Optimization · Structural Behavior of Reinforced Concrete · Mechanical Behavior of Composites
