THE AIRY STRESS FUNCTION VECTOR IN 3 DIMENSIONS APPLIED TO FRAMES AND SHELLS AND ITS RELATIONSHIP WITH THE BELTRAMI-GÜNTHER TENSORS
Artikel i vetenskaplig tidskrift, 2025

The relationship between the geometry of structures and their structural action is perhaps best understood using stress functions. In 2 dimensions the force in a pin jointed truss member is a discontinuity in slope or f'old' in the Airy stress function surface and a moment in a member is discontinuity in value or 'cliff' in the surface. We show that Airy stress function is actually only 1 component of a vector in 3 dimensions. Thus we can extend the ideas associated with the Airy stress function to fully 3-dimensional structures. The Beltrami stress functions in 3 dimensions were extended by Wilhelm G & uuml;nther to apply to Cosserat materials and we show that the G & uuml;nther stress function tensors can be derived without introducing the concept ofstress. We explain why it is inevitable that we can have both the Maxwell and Morera versions of the Beltrami stress function tensor. We also develop Hermann Schaefer's concept of a Krustenschale or 'crust shell' in which the forces and moments in a shell are discontinuities in the G & uuml;nther stress function tensors.

Space Structures

Masonry

Shell Structures

Graphic Statics and Graphical Methods

Gridshells

Författare

Emil Adiels

Eidgenössische Technische Hochschule Zürich (ETH)

Christopher John Kenneth Williams

Chalmers, Arkitektur och samhällsbyggnadsteknik, Arkitekturens teori och metod

Journal of the International Association for Shell and Spatial Structures

1028-365X (ISSN) 19969015 (eISSN)

Vol. 66 2 127-144

Ämneskategorier (SSIF 2025)

Samhällsbyggnadsteknik

Arkitekturteknik

DOI

10.20898/j.iass.2025.007

Mer information

Senast uppdaterat

2025-11-14