Pierangelo Masarati, Claudio Caccia, Marco Morandini
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引用次数: 0
Abstract
The elastic characterization of beam sections is a complex problem, especially for non-homogeneous beams composed of anisotropic materials. Over the past four decades, several viable solutions have been proposed to address this important scientific and engineering challenge. These solutions either require a dedicated formulation for section discretization or, if based on conventional finite element methods, inevitably introduce unnecessary approximations. This work presents a formulation equivalent to well-established approaches available in the literature without requiring dedicated, specialized discretization formulations and techniques. Instead, it utilizes conventional linear finite element analysis to discretize the beam section and the concept of substructuring to analyze a finite chunk of the beam. The formulation is contextualized, described, and verified through examples of increasing complexity and generality, whose results are compared against those available in the open literature.
期刊介绍:
Computers & Structures publishes advances in the development and use of computational methods for the solution of problems in engineering and the sciences. The range of appropriate contributions is wide, and includes papers on establishing appropriate mathematical models and their numerical solution in all areas of mechanics. The journal also includes articles that present a substantial review of a field in the topics of the journal.