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Form Finding of Arches in Tensile Structures PDF

161 Pages·2015·19.8 MB·English
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Form Finding of Arches in Tensile Structures 2 Giorgio Piscitelli Student number: 4317572 First mentor: Ir. Andrew Borgart, Structural Mechanics Second mentor: Arch. Michela Turrin, Design Informatics Third mentor: Dr. Craig Lee Martin, Climate Design and Sustainability External examiner: Ir. Ype Cuperus, Architectural Engineer and Technology Sustainable Design Graduation Studio Master Graduation in Building Technology Structural Mechanics, Form-Finding Faculty of Architecture and the Built Environment TUDelft, 05/05/2015 3 00 CONTENT 01 INTRODUCTION .................................................................................................................................. 8 Background ......................................................................................................................................... 8 Context of the research project ...................................................................................................... 8 Basic problem analysis .................................................................................................................... 8 Problem statement ............................................................................................................................. 8 Main problem ................................................................................................................................. 8 Possible sub-problems .................................................................................................................... 8 Objectives............................................................................................................................................ 9 General objectives .......................................................................................................................... 9 Sub-objectives ................................................................................................................................. 9 Final products .................................................................................................................................. 9 About the direction of the solution ................................................................................................ 9 Boundary conditions ....................................................................................................................... 9 Research questions ........................................................................................................................... 10 Main research question ................................................................................................................ 10 Sub-questions ............................................................................................................................... 10 Background questions ................................................................................................................... 10 Approach and methodology ............................................................................................................. 10 Research questions and objectives definition .............................................................................. 10 Design tool developments ............................................................................................................ 10 Design tool application ................................................................................................................. 10 Structural verification ................................................................................................................... 10 Methodology scheme ................................................................................................................... 11 Relevance .......................................................................................................................................... 12 Societal relevance ......................................................................................................................... 12 Scientific relevance ....................................................................................................................... 12 02 BACKGROUND .................................................................................................................................. 14 Context .............................................................................................................................................. 14 Existing Situation ........................................................................................................................... 14 Existing Project .............................................................................................................................. 14 Concept Design ................................................................................................................................. 15 Functional concept ........................................................................................................................ 15 4 Functional proposal ...................................................................................................................... 16 Structural concept ......................................................................................................................... 18 Structural design proposal ............................................................................................................ 19 03 THEORY ............................................................................................................................................ 20 Form Finding in Architecture ............................................................................................................ 20 Early strategies .............................................................................................................................. 20 Form-finding nowadays ................................................................................................................ 21 Force Density Method FDM .............................................................................................................. 22 The mathematics beyond the “Stuttgart Direct Approach” ......................................................... 22 Force Density and equivalent cable nets for membranes ............................................................ 26 Extending FDM to compressive elements .................................................................................... 28 Minimal Bending Energy Arch ........................................................................................................... 30 2D Thrust Line of a vertically loaded Arch .................................................................................... 30 2D Thrust Line of any generic loaded Arch ................................................................................... 33 Minimal Complementary Energy and Arches ............................................................................... 36 From 2D to 3D Arches ................................................................................................................... 40 From Generic 3D Arches to Planar 3D Arches .............................................................................. 41 Remarks for the Analysis ................................................................................................................... 44 Equivalent cable net properties .................................................................................................... 44 Effective Young Modulus of ties ................................................................................................... 46 04 COMPONENTS .................................................................................................................................. 48 From theory to design tools .............................................................................................................. 48 Grasshopper as a working environment ....................................................................................... 48 Default Components, VB Components, Clusters and Groups ....................................................... 48 FDM Components ............................................................................................................................. 49 The FDM group ............................................................................................................................. 49 About the Default Matrix Components ........................................................................................ 50 FDM Engine Component ............................................................................................................... 51 C and Cf Component ..................................................................................................................... 52 Diagonal Q Component ................................................................................................................. 53 Strut Force Component ................................................................................................................. 54 Fixed Pt Component ..................................................................................................................... 55 Arch Components ............................................................................................................................. 56 Arch form-finding Component ...................................................................................................... 56 5 Energy calculation Component ..................................................................................................... 57 Planar arch Component ................................................................................................................ 59 3D Arch Form Finding Component ............................................................................................... 60 3D Planar Arch Form Finding Component .................................................................................... 62 Analysis Components ........................................................................................................................ 64 Equivalent Cable Properties Component ...................................................................................... 64 Effective Young Modulus Component .......................................................................................... 65 Loop Component .............................................................................................................................. 66 Write to Text Component ............................................................................................................. 66 Point Loop Group .......................................................................................................................... 67 05 DESIGN APPLICATION ....................................................................................................................... 68 Designing Membrane Structures ...................................................................................................... 68 Stiffness of Membrane structures ................................................................................................ 68 Typologies of Membrane Structures ............................................................................................ 72 Parameterization of the Design ........................................................................................................ 74 Design Background ....................................................................................................................... 74 Overall Structure of the Design Algorithm .................................................................................... 75 Geometry Definition ..................................................................................................................... 76 FDM Form-Finding ........................................................................................................................ 78 Model Output ............................................................................................................................... 83 Arch Form-Finding ......................................................................................................................... 85 Loop and Convergence ................................................................................................................. 90 Exporting to GSA ........................................................................................................................... 92 Overall Algorithm Scheme ............................................................................................................ 93 Design Variants ................................................................................................................................. 94 Design inputs and geometries ...................................................................................................... 94 Curvature Analysis ........................................................................................................................ 98 FEM Model Properties ................................................................................................................ 100 FEM Analysis Results ................................................................................................................... 107 FEM Results Verification and Interpretation .............................................................................. 124 Visualizations .............................................................................................................................. 126 06 CONCLUSIONS ................................................................................................................................ 134 Considerations on the product ....................................................................................................... 134 About the developed algorithm .................................................................................................. 134 6 About components ..................................................................................................................... 134 About structural performances of light weight structures ......................................................... 135 About Form-Finding in the overall design process ..................................................................... 135 Conclusions ..................................................................................................................................... 136 Learning from the process .......................................................................................................... 136 Acknowledgements ......................................................................................................................... 137 07 REFERENCES ................................................................................................................................... 138 Bibliography .................................................................................................................................... 138 Software .......................................................................................................................................... 139 08 APPENDIX ....................................................................................................................................... 140 VB Scripts ........................................................................................................................................ 140 FDM Engine ................................................................................................................................. 140 Cs ................................................................................................................................................. 143 C and Cf ....................................................................................................................................... 147 Q values ....................................................................................................................................... 148 Diagonal Q ................................................................................................................................... 151 Px ................................................................................................................................................. 152 Py ................................................................................................................................................. 152 Pz ................................................................................................................................................. 152 Arch form-finding ........................................................................................................................ 153 Energy calculation ....................................................................................................................... 156 Planar arch .................................................................................................................................. 159 Write to Text ............................................................................................................................... 159 Cluster Structures ........................................................................................................................... 160 3D Arch Form Finding ................................................................................................................. 160 3D Planar Arch Form Finding ...................................................................................................... 160 Strut Force ................................................................................................................................... 161 Equivalent Cable Properties ........................................................................................................ 161 Effective Young Modulus ............................................................................................................ 161 7 01 INTRODUCTION Background Context of the research project The main context of the research project is the Milan Expo 2015. A structure is designed and calculated in order to stimulate the research and apply the gained knowledge. According to the existing context the design concept is elaborated and several form-finding tools are developed and combined together to achieve the set goals. Basic problem analysis Dealing with digital form-finding techniques, there are two main issues that should be taken into account since the beginning. The first point regards the boundary conditions of the process, the fixed parameters determining the final shape. The second aspect concerns the process itself, the algorithm generating the final result according to the set boundary conditions. Those kind of processes can be direct or iterative, linear or non linear, and the level of accuracy of the final result is strictly linked to these aspects. Problem statement Main problem The main problem is how to develop a form-finding algorithm for tensile membranes supported by arches. The final equilibrium shape should have the rigid supports working in pure compression according to their self-weight and the pre-stress forces of the membrane and any other tensioned element like cables and ties. In order to do that an iterative combination of different form-finding methods might be required. Possible sub-problems The first sub-problem is the selection of the existing form finding methods by evaluating their limits and potentials. The second sub-problem regards the way of combining the different form finding methods in an iterative way. The third sub-problem is dealing with the convergence of the combined methods into a unique result. This aspect is strictly linked with both the selected form-finding methods and their combination. However this issue will appear just in the last step of the algorithm development. In order to avoid any inconvenience, the convergence aspect should be taken into account since the beginning of the tool development. 8 Objectives General objectives The general objective is to create a tool able to form-find structures composed by pure compressed arches, a membrane and tensioned ties. An algorithm will be drawn in the Grasshopper environment and several design tools will be developed for Rhinoceros users. Sub-objectives The first sub-objective is to select or elaborate form-finding direct methods. Since they do not require nonlinear iterations, they can be easily scripted and combined together. The second sub-objective is to combine the selected direct methods in an iterative process able to preserve the fixed boundary conditions. The third sub-objective is to guarantee the convergence of the iterative process to a unique solution. A last sub-objective is to demonstrate the structural efficacy of the form-finding tool developed. Final products The main product will be the form-finding tools themselves and their design application. The secondary product is the report explaining the tools background, their development, their final structure, a generic design application and their verification. The third product is the elaboration of the supporting material for the oral presentation. The fourth product is a DVD containing the all digital materials developed during the research. About the direction of the solution The main direction of the solution is combining direct form-finding methods. Iterations should just be used to link different form-finding techniques into a hybrid form-finding algorithm. Boundary conditions A pavilion typology is developed in order to set the design boundary conditions. A clever structural concept is needed before the application of the developed tool. The parameterization of the pavilion according to its boundary conditions is the starting point to compare different form-found structures. The only shaping forces taken into account are the pre-stresses of the tensile elements and the self weight of the compressed ones. External loads, like wind, are not involved in the form- finding process but just used to test the efficacy of the designed structure by FEM analysis. 9 Research questions Main research question The main research question is how to design optimal arches in membranes and cable net structures. In order to do that a hybrid form-finding tool will be developed. Sub-questions The first sub-question is what the most suitable form-finding methods are. The second sub-question is how the form-finding methods should be combined together The third sub-question is how and if a unique solution exists according to the set boundaries The forth sub-question is if the developed tool applications are performing as desired and if not what are the lacks of the developed method. Background questions The main background question is how a form-finding tool should be used in the design process. Background sub-questions are about the stage in which these tools should be involved in the design process and their efficacy in improving the structural performances of the proposed design. Approach and methodology Research questions and objectives definition - Research of study material - Selection of study material theories Design tool developments - Mathematics, mechanics and scripting studies needed to achieve the set goals - Translation of the theory into design tools for the design algorithm - Structural concept elaboration for a generic pavilion - Translation of the concept into a parametric model with its BC (boundary conditions) Design tool application - Combination of the form-finding tools with the structural concept of the pavilion Structural verification - FEM analysis of the design pavilion - Reflections and considerations 10

Description:
The project is about a new tool to form-findin the supporting arches in tensile structures The most famous architect adopting form finding techniques in his design process have been Antoni. Gaudi. should be 5 according to the European design guide for tensile surface structure (Mike Barnes, Brian.
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