Segmented Spiral Using Inter-Connected Timber Elements

This paper describes the construction process of a scenographic structure - five meters high spiral. It consists of following parts: CAD modeling work-flow, prototyping and FEM structural calculation, assembly and on-site loading test. The structure was composed of twenty-nine wooden boxes, which were screwed together and suspended by cables. The custom FEM model was made to understand the structural behavior of the spiral. The principal objective of structural calculation was to understand the rigidity of the connections and the interactions between the wooden-boxes, in order to apprehend the behavior of the structure under loads. Further details are given about different steps involved in modelling and fabrication, such as parametric tools, G-Code tool-path generation for the 4.5-axis CNC machine and on-site installation. Afterwards, the loading tests and point-cloud deflection comparison are discussed in order to highlight the possible optimization of such structures.


Published in:
Iass 60Th Anniversary Symposium (Iass Symposium 2019) - 9Th International Conference On Textile Composites And Inflatable Structures (Structural Membranes 2019), 2927-2934
Presented at:
60th Anniversary Symposium of the International-Association-for-Shell-and-Spatial-Structures (IASS SYMPOSIUM) / 9th International Conference on Textile Composites and Inflatable Structures (STRUCTURAL MEMBRANES), Barcelona, SPAIN, Oct 07-10, 2019
Year:
Jan 01 2019
Publisher:
08034 Barcelona, INT CENTER NUMERICAL METHODS ENGINEERING
ISBN:
978-84-121101-0-4
Keywords:
Laboratories:




 Record created 2020-10-08, last modified 2020-10-13


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