Constraint-based form-finding of space trusses for Injection 3D Concrete Printing through Vector-based Graphic Statics

被引:0
|
作者
Xiao, Yinan [1 ]
Hack, Norman [1 ]
Kloft, Harald [1 ]
Lowke, Dirk [2 ,3 ]
Mai, Inka [2 ,4 ]
D'Acunto, Pierluigi [5 ,6 ]
机构
[1] Tech Univ Carolo Wilhelmina Braunschweig, Inst Struct Design, Fac Architecture Civil Engn & Environm Sci, Dept Architecture, Pockelsstr 4, D-38106 Braunschweig, Niedersachsen, Germany
[2] Tech Univ Carolo Wilhelmina Braunschweig, Inst Bldg Mat Concrete Construct & Fire Safety, Fac Architecture Civil Engn & Environm Sci, Beethovenstr 52, D-38106 Braunschweig, Niedersachsen, Germany
[3] Tech Univ Munich, TUM Sch Engn & Design, Dept Mat Engn, Professorship Binder Jetting Technol, Freisinger Landstr 52, D-85748 Garching, Germany
[4] Tech Univ Berlin, Insitute Civil Engn, Robot Assisted Mfg Built Environm, Fac Planning Bldg Environm 6, Gustav Meyer Allee 25, D-13355 Berlin, Germany
[5] Tech Univ Munich, TUM Sch Engn & Design, Dept Architecture, Professorship Struct Design, Arcisstr 21, D-80333 Munich, Germany
[6] Tech Univ Munich, TUM Inst Adv Study, Lichtenbergstr 2a, D-85748 Garching, Germany
关键词
Vector-based Graphic Statics (VGS); Injection 3D Concrete Printing (I3DCP); Conceptual design; Constraint-based structural optimisation; Stepwise optimisation; Combined multi-constraint; Digital fabrication; CONSTRUCTION; DESIGN;
D O I
10.1016/j.addma.2025.104751
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents a form-finding approach for Injection 3D Concrete Printing (I3DCP) using Vector-based Graphic Statics (VGS). This approach adopts a top-down strategy, initiating a preliminary global design in the form of a space truss and integrating structural and fabrication constraints specific to I3DCP. A form-dependent self-weight load is applied throughout the form-finding process until the structure achieves static equilibrium. As the current I3DCP setup is mounted on a robotic arm with a stationary base, the feasibility of the designed structure for I3DCP is assessed, ensuring compatibility with the robotic arm's workspace. Structures exceeding the workspace boundaries are segmented and individually optimised, subject to topological and geometrical constraints. The optimised segments are then merged into a single assembly to complete the process. This approach is demonstrated through the design and construction of a 3-metre-span pedestrian bridge. This prototype is 3D scanned and then analysed via the finite element method to evaluate its mechanical performance.
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页数:24
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