B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

1. Freedom of form and material Arno Pronk

4. Pavilion for NIMK Design & Engineering: Michiel Kluiters and Arno Pronk construction: Jan Huisman, Plavercon and Carpro

10. Modeling/remodeling bone structures Trabecular bone Cortical bone Polymer foam

11. Freedom of form and material Arno Pronk

12. STRUCTURE FORCE 1 FORCE 2 SITE FORM CURVE Typology Capabilit y to resist Bending Tension + Pressure - Insitu Prefab. 2D – 3D Zeroclastic Monoclastic Synclastic Anticlastic 2D Zeroclastic Beam Mass active High + and - Insi. Pref. 3D Zeroclastic Floor 2D Zeroclastic Truss 3D Zeroclastic Space structure Vector active Low + and - APPLICATION Insi. Pref. Tensigrity Zeroclastic Monoclastic + and - Insitu Dome Anticlastic Low Wagon Vault Synclastic Surface active Fold Structure Shell 3D Inflatable Synclastic + Prefab 3D Tent Structure Anticlastic Form active No Bend. Cable Structure - Insi. Pref. 2D Monoclastic Arc

13. STRUCTURE FORCE1 FORCE2 SITE FORM CURVE Typology Capabilit y to resist Bending Tension+ Pressure- Insitu Prefab. 2D – 3D Zeroclastic Monoclastic Synclastic Anticlastic 2D Zeroclastic Beam Mass active High + and - Insi. Pref. 3D Zeroclastic Floor 2D Zeroclastic Truss 3D Zeroclastic Space structure Vector active Low + and - APPLICATION Insi. Pref. Tensigrity Zeroclastic Monoclastic + and - Insitu Dome Anticlastic Low Wagon Vault Synclastic Surface active Fold Structure Shell 3D Inflatable Synclastic + Prefab 3D Tent Structure Anticlastic Form active No Bend. Cable Structure - Insi. Pref. 2D Monoclastic Arc

14. Synclastic Form active + and - Prefab Inflatable Anticlastic Low Tent Structure 3D Cable Structure Synclastic No Bending + Insitu Dome Anticlastic Surface active Shell 3D Grid shell Form-active Mould to Surface-active Shell

15. 85 ways to manipulate a membrane

16. Form-active Mould to Surface-active Shell

17. 1. Making a physical model. 2. Rigidizing the model. 3. Digital scan of the model. 4. Analyse form-active behaviour. 5. Analyse surface-active behaviour. 6. Method of construction.

22. ISoFF www.fabricforming.org Your case? Form-active Mould to Surface-active Shell

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31. Jurgen Bey

32. The inflatables

35. Free forms with modular inflatables

40. outer layer has to be plastered to get a smooth surface. the concrete will be pigmented to Get the right colour

43. outer layer has to be plastered to get a smooth surface. the concrete will be pigmented to Get the right colour

45. 18 septemberplein Eindhoven Design M. Fuksas TU/e www.arnopronk.com

46. outer layer has to be plastered to get a smooth surface. the concrete will be pigmented to Get the right colour Design: Massimiliano Fuksas for municipal of Eindhoven

48. 18 septemberplein Eindhoven Design M. Fuksas TU/e www.arnopronk.com

49. 18 septemberplein Eindhoven Design M. Fuksas

50. Elective Arno Pronk

56. Some events

57. Some events

68. Structural Optimization [topology] Topology optimized beam based on the funicular shapes of inflatables

69. Structural Optimization [shape and size] Interpretation of inspire model for parametric modeling Buelow, 2011 Paragen Cycle

70. Structural Optimization [shape and size] Weight vs modalfrequency ID 1269 ID 1249 ID 1259 Scatter plot ParaGen results

71. Structural Optimization [scale models] Manufacturing method [Dominicus et al, 2009]

72. Structural Optimization [scale models] Producing– Prototyping of the fittest solutions. Theory vs practice Concrete Scale models

73. ICE

74. Arno Pronk TU/e

75. Arno Pronk TU/e

76. www.pykretedome.com

77. Adjustable Mouldings

78. 1 Jeroen van Helvoirt, 2 Daan Rietbergen, Karel Vollers, 3 Ivo van Rooy, Pieter Schinkel 4 Sebastiaan Boers, 5 Christiaan Raun e.a.

79. height adjustable tubes Steel frame EPDM profile edge beam to fix the rubber on

85. Design of an adjustable mould for hot bending glass, using steel wire netting Research in cooperation with Jan Belis University of Gent

86. FREE FORM GLASS STRUCTURES

89. Adaptability of net structure

90. Net fixation Friction in the wires - no clamping - movement of wires

91. Net fixation test

93. Tensegrity plate structure

99. Tensegrity Rods and cables can be replaced by double curved glass plates

101. Final model

104. 2015 IASS conference in the Muziekgebouw in Amsterdam IASS Pavilion Contest 2014 – 2015 The IASS invites universities and/or companies to participate in a contest and exhibition structurally innovative pavilions. The exhibition will be held during the 2015 IASS conference in the Muziekgebouw in Amsterdam and will be part of the Holland Festival at the end of June 2015 as well. Two phases The pavilion contest consists of two phases. The first phase is the exhibition and selection of proposals at the 2014 IASS confere Brazil. The second phase is the building of the selected pavilions by the participants and exhib the pavilions in Amsterdam in July and August 2015. During the 2015 conference in aug IASS will select the winning pavilions. www.iass-structures.org www.pykretedome.com www.ArnoPronk.com

B&i2013 donderdag 14.15_zaal_c_the freedom of form and material

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B&i2013 donderdag 14.15_zaal_c_the freedom of form and material