Optimization of shallow Schwedler domes

Authors

  • Grzegorz W. Duda Technical University of Wrocław
    Poland

Abstract

The paper deals with the optimization of regular space trusses with fixed external dimensions under uniform snow and dead-weight loading. Attempts are being made to find such a number of truss joints which minimise the material volume. The set of constraints imposed on a structure includes the effect of the loss of stability of the compressed bar. The statical problem of shallow domes including geometrical nonlinearity was solved by using the Newton-Raphson iteration procedure.

References

[1] J.H. Argyris. Recent advances in matrix methods of structural analysis. Pergamon Press, Oxford-London-New York-Paris, 1964.
[2] A.M. Brandt. Foundations of optimum design in civil engineering. PWN-Polish Scientific Publishers, Warszawa, Poland, Nijhoff Publishers, Dordrecht-Boston-London, 1989.
[3] E.J. Haug, J.S. Arora. Applied optimal design mechanical and structural system. A Wiley-Interscience Publication, John Wiley and Sons, New York-Chichester-Brisbane-Toronto, 1979.
[4] D.S. Jagannathan, H.J. Epstein, P. Christiano. Non-linear analysis of reticulated space truss. J. of the Structural Division, ASCE, ST12: 2641-2658, 1975.
[5] M. Kleiber. Incremental finite element modelling in non-linear solid mechanics. Polish Scientific Publishers, Warszawa, Poland, Ellis Horwood Limited, Chichester, England, 1989.

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Published

2023-07-13

Issue

pp. 205-213

Section

Articles

How to Cite

Duda, G. W. (2023). Optimization of shallow Schwedler domes. Computer Assisted Methods in Engineering and Science, 3(3), 205-213. https://cames3.ippt.pan.pl/index.php/cames/article/view/1441