3D打印混凝土各向异性受力机理及灰熵关联分析

Anisotropic mechanical response mechanisms and grey entropy relational analysis of 3D-printed concrete

  • 摘要: 为探明3D打印混凝土(3DPC)各向异性受力机理,量化层间界面缺陷与孔隙结构的影响机制,本研究结合X-CT扫描与灰熵理论,系统对比模筑混凝土与3DPC在1~28 d养护时间及FX、FY、FZ加载方向下抗压、劈裂抗拉及抗折强度演变规律,并结合X-CT孔隙结构表征与灰熵关联分析研究其受力特征。结果表明:3DPC呈现显著力学各向异性,其抗压强度最优方向为FY向,较模筑混凝土降低25%;破坏模式上,模筑混凝土呈整体压溃,而3DPC在FX/FZ向沿层间界面分层断裂,FY向定向劈裂。X-CT扫描结果显示,3DPC试件中可观察到不规则孔隙及条带/层间接触区狭长缺陷,3DPC试件的总孔隙率高于相应龄期模筑试件。灰熵关联度排序表明,抗压强度与养护龄期的关联度最高,劈裂抗拉强度与养护龄期和打印路径机制的关联程度基本相当,而抗折强度与打印路径一致性分量和层间界面法向分量的关联程度更高。3DPC力学各向异性本质上是层间弱界面缺陷与打印条带、纤维定向增强效应相互竞争的结果。延长养护龄期能够提高基体密实度和整体强度,但难以从根本上消除打印工艺诱导的方向性缺陷。本研究可为3DPC打印路径设计、层间界面强化及力学性能优化提供理论依据。

     

    Abstract: To elucidate the anisotropic mechanical behavior of 3D-printed concrete (3DPC) and quantify the effects of interlayer interface defects and pore structure, this study combines X-ray computed tomography (X-CT) scanning with grey entropy theory to systematically compare the evolution of compressive strength, splitting tensile strength, and flexural strength of cast concrete and 3DPC over curing ages of 1–28 d under the FX, FY, and FZ loading directions. X-CT-based pore-structure characterization and grey entropy relational analysis are further employed to investigate the mechanical response characteristics of 3DPC. The results show that 3DPC exhibits pronounced mechanical anisotropy. The FY direction provides the highest compressive strength, which is approximately 25% lower than that of cast concrete. In terms of failure modes, cast concrete predominantly exhibits overall crushing, whereas 3DPC shows interlayer delamination and layered fracture under FX- and FZ-direction loading, and directional splitting under FY-direction loading. X-CT results reveal irregular pores and elongated defects in the filament/interlayer contact regions of 3DPC specimens, and the total porosity of the scanned 3DPC specimens is higher than that of the corresponding cast specimens at the same curing age. Grey entropy relational analysis indicates that compressive strength has the highest degree of association with curing age; splitting tensile strength shows nearly equal degrees of association with curing age and the printing-path mechanism; whereas flexural strength is more strongly associated with the printing-path consistency component and the interlayer-interface normal component. The mechanical anisotropy of 3DPC is essentially governed by the competition between weak interlayer-interface defects and the directional reinforcement effects induced by printed filaments and fiber orientation. Prolonged curing improves matrix compactness and overall strength but cannot fundamentally eliminate the direction-dependent defects induced by the printing process. The findings provide a theoretical basis for printing-path design, interlayer-interface strengthening, and mechanical-performance optimization of 3DPC.

     

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