期刊
ENGINEERING STRUCTURES
卷 291, 期 -, 页码 -出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.engstruct.2023.116435
关键词
3D concrete printing; Topology optimization; Path planning; Integration of design and manufacturing; High performance structure
This paper presents an integrated design method for 3D concrete printing by incorporating extrusion-based manufacturing characteristics into the topology optimization algorithm. The method considers manufacturing constraints such as nozzle size and path continuity, as well as material and design constraints to achieve desired mechanical performance and lightweight designs. It also incorporates controls for closed regions and overhang angle to ensure global path continuity and stable stacking of printed structures.
As an advanced construction technology, 3D concrete printing (3DCP) has the advantage of high manufacturing freedom for various freeform structures. The digital design of 3D printing using topology optimization con -tributes to obtaining the maximum performance potential from manufactured structures. However, most digi-tally designed structures obtained by topology optimization cannot be directly manufactured using 3DCP owing to various manufacturing constraints that have not yet been considered in the design process. This paper presents an integrated design method for 3DCP by incorporating extrusion-based manufacturing characteristics into the topology optimization algorithm. Topological optimization is based on the solid isotropic material with penal-ization (SIMP) method owing to its ease of adaptation to multiple constraints. During the optimization iteration, the manufacturing characteristics of nozzle size and path continuity are considered as the design requirements of 3D printed structures to achieve high-quality manufacturing by using intermittent interruption of topology optimization to modify the design variables. Meanwhile, the anisotropic behaviors of material constraints and the volume and Tsai-Wu criterion of design constraints are introduced to obtain the desired mechanical per-formance with lightweight designs. Moreover, the number of closed regions and overhang angle controls are incorporated to ensure the global path continuity and stable stacking of optimized 3D structures. A concrete arch structure is 3D printed to validate the proposed integrated method, and the removal of breakpoints and short paths and complete filling rate are demonstrated. The integrated method facilitates the engineering application of 3DCP in a high-efficiency and high-quality manner.
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