Abstract
It is known that the equilibrium of two-dimensional trusses can be represented using Maxwell reciprocal diagrams and polyhedral Airy stress functions, with the change in slope of the stress function corresponding to a tension force. This article generalises the analysis to include two-dimensional frames, showing how a discontinuity in the value of the Airy stress function corresponds to a bending moment.
Original language | English |
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Pages (from-to) | 121-134 |
Number of pages | 14 |
Journal | International Journal of Space Structures |
Volume | 31 |
Issue number | 2-4 |
DOIs | |
Publication status | E-pub ahead of print - 5 Aug 2016 |
Keywords
- Airy stress function
- Maxwell reciprocal diagrams
- frames
- kirigami
- graphic statics