Spline Technology as an Inspiration for the Shaping Process of VACUUMATICS Formwork

Spline Technology as an Inspiration for the Shaping Process

of VACUUMATICS Formwork

Citation for published version (APA):

Huijben, F. A. A., Herwijnen, van, F., & Nijsse, R. (2011). Spline Technology as an Inspiration for the Shaping Process of VACUUMATICS Formwork. In IASS Structural Morphology Group International Seminar, September 2011 (pp. 5-).

Document status and date: Published: 01/01/2011 Document Version:

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Spline Technology as an Inspiration for the Shaping Process of

VACUUMATICS Formwork

Eindhoven, the Netherlands F.A.A.Huijben@tue.nl

Frank Huijben, born 1979, received his degree in architecture and structural engineering from the TU/e in 2008. Besides his PhD he works as a structural engineer at ABT Consulting Engineers in the Netherlands.

Frans VAN HERWIJNEN

Emeritus Professor Structural Design, Eindhoven University of Technology (TU/e)

Eindhoven, the Netherlands F.v.Herwijnen@abt.eu

Frans van Herwijnen, born 1953, received his degree in structural engineering from the TU/e in 1978. He works as a consulting engineer at ABT Consulting Engineers in the Netherlands.

Rob NIJSSE

Professor Structural Engineering,

Delft University of Technology (TUD) Delft, the Netherlands R.Nijsse@tudelft.nl

Rob Nijsse, born 1953, received his degree in civil engineering from the TUD in 1979. He works as a structural consulting engineer at ABT Consulting Engineers in the Netherlands and as a professor in structural engineering at the TUD.

Summary

The technology behind splines (mechanically as well as digitally) inspires the intuitive construction process of curved structures, initiated from a flat plane. In the spirit of splines, the shaping process of Vacuumatics is aided by its so-called ‘flexibility control’, which enables Vacuumatics to be applied as a truly flexible, reconfigurable, reusable and self-supporting formwork system.

Keywords: Vacuumatics, concrete formwork, spline technology, beam curvature, grid shells.

1.

Introduction on concrete shell structures

Concrete shell structures, often referred to as ‘thin shells’, have been around since the 1930’s (Fig.1). The design of these thin shells was stimulated by the desire to cover wide spans in an economically attractive manner. Typically, the thickness of concrete shells is relatively small compared to the curvature and span. The main reason for concrete shells to be economically

feasible (especially from a material point of view), is that shells are structurally efficient in carrying loads acting perpendicular to their surface by in-plane membrane stresses. Bending moments may occur locally to satisfy specific equilibrium or deformation requirements, but are considered relatively small in general. The construction process of concrete shells was considered extremely labour-intensive and time-consuming. From the 1960’s the interest in concrete shell structures suddenly decreased. The reason for this was that the biggest motivation for designing concrete shells, reducing material costs, was losing ground to the rapid increase of labour costs.

In the last decade, curved (concrete) structures in general seem to have (re-)gained popularity, supposedly due to the vast developments in digital modelling technology. In contrast to a few decennia ago, nowadays literally all ‘thinkable’ shapes are easily drawn by Computer Aided Design (CAD) software and even calculated by advanced Finite Element Modelling (FEM) software. Nevertheless, the construction process of concrete shells seems to have lacked the same degree of development. Although Computer Aided Manufacturing (CAM) equipment is available in some industries, the limiting factor at the moment, with respect to the realisation of concrete shell structures, turns out to be the manufacturability and adaptability of the formwork system.

This paper illustrates how spline technology might inspire a rather ‘low-tech’ construction process for creating (single curved) concrete shell structures, by using Vacuumatics as a truly flexible, reconfigurable, reusable and self-supporting formwork system.

2.

Spline technology

Before digitally modelling equipment was available, designers (of amongst other things aeroplanes, ships and automobiles) employed drafting tools in order to draw the desired smooth curves (by hand). These draftsmen often used long, thin, flexible strips of wood, plastic or metal called ‘splines’ [2], which were held in place at predetermined points (referred to as knots, or control points) by lead weights (often called ‘ducks’, ‘rats’ or ‘dogs’ because of their shape). The curves created in this fashion were considered to be the smoothest possible, since a continuous element was bend in between fixed points (Fig.2). Due to the elasticity of the spline material and the constraints of the control points, the spline is shaped in such a way that the energy required for bending is minimal.

Fig. 2: drafting spline (image from Edson International: www.edsonintl.com)

From mechanics point of view, a spline can be regarded as a beam that undergoes bending

deformation initiated by point loads (Fig.3). Considering elementary (linear) beam theory, splines can be approximated as a piecewise polynomial function, like illustrated with equation (1) and (2). The term ‘x3_{’ in the second equation illustrates that we are dealing with a so-called ‘cubic spline’.}

From digital modelling perspective, a spline is defines as an interpolating curve that passes through a set of predetermined points (Fig.3). In 1946, Schoenberg gave the spline function its name (as) after its resemblance to the aforementioned mechanical spline used by draftsmen [2]. Since then it has led to the widespread use of such functions in computer-aided design (CAD) of curved surfaces. Terms like Bezier curves, B-splines, and NURBS (Non-Uniform Rational B-Spline) are derived from Schoenberg’s splines and have become an integral part in modern free-form shell design.

Fig. 3: mechanical beam submitted to bending forces (consisting of 4 polynomial functions) and an interpolating curve that passes through a set of points

1 ( ) ''( ) ( ) ( ) i i a x b M x y x x R x  EI EI      (1) 3 2 1 ( ) 6 2 i i i i a b y x x x c x d EI    _    _   (2)

Without going into detail with respect to the background or the computational aspects of this family of curves (often referred to as ‘synthetic curves’), we do want to address that one of the biggest advantages of synthetic curves (as opposed to ‘analytical curves’, like ellipses, parabolas and hyperbolas), is that they can be described by means of a few so-called ‘control points’. This meant that computation became much faster and more stable, due to a minimal amount of data necessary.

3.

Vacuumatics formwork

In spirit of the spline technology it would seem promising (or even ‘logical’) to create curved structures (e.g. concrete shell formwork) by manipulating an initially flat surface into its intended shape. Similar to the philosophy that control points enhanced and improved the generation of curves and surfaces, the shaping process of curved structures in general would also be benefited by

defining a number of fixed points that ‘control’ the deformation processe. Successively, the construction is aided by using as little control points as possible. This principle will now be discussed, using Vacuumatics formwork.

Vacuumatic structures, or Vacuumatics, consist of structural aggregates (particles) that are tightly packed inside a flexible membrane envelope (skin). The structural integrity is obtained by applying a (controllable) negative pressure, or partial vacuum, inside the surrounding skin, hence prestressing and stabilising the particles in their present configuration by means of the atmospheric (air) pressure. This process is referred to as ‘vacuum prestressing’. When vacuumatic structures are being

deformed (e.g. subjected to bending forces), the particles take up the compressive (contact) forces, whereas the tensile forces are mainly taken up by the membrane envelope (Fig.4).

When regarding Vacuumatics as a ‘spline’, we can imagine that the shaping process is induced by locally forcing the structure into its desired shape, ‘controlled’ by only a few supports. From construction point of view, a close relationship can be seen with gridshells, as these structures are also constructed by forcing a flat lattice mesh into its desired (equilibrium) shape (i.e. by deforming the wooden members). A big difference, however, is that with Vacuumatics the flexural rigidity of the structure can be regulated by simply adjusting the level of vacuum pressure. This process is referred to as the ‘flexibility control’ [3] (Fig.5). A higher degree of ‘deflation’ will lead to a higher amount of structural prestressing and therefore to a larger resulting bending stiffness. Only a marginal amount of vacuum is required in order to keep the particles from shifting inside the membrane envelope due to the gravitational forces as the structure is being deformed. When the intended shape is reached, the level of vacuum pressure can be increased to its maximum

(atmospheric air pressure, approximately 1 bar), which stabilises the structure. After hardening of the freshly applied concrete (most likely shotcrete), the Vacuumatics formwork can be re-inflated (or ‘re-flated’) and peeled off from the concrete surface and even be re-used to create an entirely different curved shell shape.

Fig. 5: flexibility control of Vacuumatics formwork

A simple example of lifting a sheet of paper by its symmetry axis, perfectly illustrates the potential of this construction method (Fig.6). Once the structure reaches its intended shape, the supports need to be fixed which enables the formwork system to behave like a ‘shell’ structure, hence effectively transferring the concrete loads to the foundation.

Fig. 6: potential of construction method illustrated with sheet of paper

4.

Ongoing work

Experimental tests are currently being conducted using small-scale Vacuumatics specimen in order to illustrate the beneficial aspects of Vacuumatics formwork in relation to the abovementioned spline technology. In addition, NURBS in particular are a subject of interest with respect to shell construction. That is, the principles of NURBS generation are currently being explored as how these can be directly interpreted as the actual shaping process of Vacuumatics formwork. NURBS curves are known for representing both standard analytical shapes (e.g. parabola, hyperbola, ellipse – Fig.7) as well as free-form curves, by only varying the so-called ‘weight’ (w) of a control point.

The behaviour of weights is very intuitively. Increasing the weight will drag the curve toward this control point, whereas decreasing the weight will push the curve toward this control point [4]. A similar effect (in real-time) might be reached with Vacuumatics by simply increasing or decreasing the level of vacuum pressure, and thus the flexural rigidity.

Fig. 6: NURBS curves (w = 1: parabola, w > 1: hyperbola, w < 1: ellipse, w = sin(φ/2): circle)

5.

Conclusion

The construction process of concrete shell structures requires a new impulse to ‘keep up’ with the developments of digital modelling technology. A new approach for the shaping process of

Vacuumatics formwork is introduced, inspired by spline technology. Ongoing research is exploring the potential of NURBS generation as an analogy for the construction of concrete shells.

6.

References

[1] DE ANDA ALANIS E., Félix Candela 1910-1977, The Mastering of Boundaries, Taschen GmbH, Köln (DE) 2008.

[2] SCHOENBERG I., “Contributions to the Problem of Approximation of Equidistant Data by Analytic Functions”, Quarterly of Applied Mathematics, vol.4, nos.1&2, p.p. 45-99 & 112-141, 1946.

[3] HUIJBEN F., and HERWIJNEN F. van, NIJSSE R., “Vacuumatics 3D-Formwork Systems: Customised Free-Form Solidification”, IV International Conference on Textile Composites

and Inflatable Structures, ECCOMAS, Structural Membranes 2009, Stuttgart (DE) 2009.

[4] POTTMANN H., ASPERL A., HOFER M., KILIAN A., Architectural Geometry, Bentley Institute Press, Exton Pennsylvania (DE) 2007.