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Numerical Simulation of 3D Printing of Infrastructure Materials

机译:基础材料三维打印的数值模拟

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摘要

3D printing is poised to become a disruptive force for the terrestrial construction industry, and it is also the most likely technology that will make possible the safe and reliable development of extraterrestrial infrastructure. While more and more researchers are working on developing novel and appropriate mixes, as well as 3D printing technologies, only a few and somewhat limited computational models are available in the literature for the design and analysis of 3D printed structures. Nevertheless, engineers need simulation tools for the design and optimization of any structure, including 3D printed. The main objective of this paper is to highlight the formulation of the discrete fresh concrete model (DFCM). DFCM is a particle-based fresh cementitious material model that simulates the rheological and mechanical behavior of material accurately before, during, and after printing to optimize the printing process and the material flow. For DFCM, the interaction among spherical particles is governed by visco-plastic constitutive equations, which, unlike conventional particle models that use force-displacement relationships, are based on stress-strain relationships. This allows a mathematical formulation enabling a seamless transition from the description of fresh concrete to the one of hardened concrete.
机译:3D打印即将成为地球建筑业的一股颠覆性力量,也是最有可能实现安全可靠地开发地外基础设施的技术。虽然越来越多的研究人员致力于开发新颖、合适的混合,以及3D打印技术,但在3D打印结构的设计和分析方面,文献中只有少数且有限的计算模型可用。然而,工程师需要模拟工具来设计和优化任何结构,包括3D打印。本文的主要目的是强调离散新浇混凝土模型(DFCM)的制定。DFCM是一种基于颗粒的新鲜胶凝材料模型,可精确模拟材料在印刷前、印刷过程中和印刷后的流变和力学行为,以优化印刷过程和材料流动。对于DFCM,球形颗粒之间的相互作用由粘塑性本构方程控制,与使用力-位移关系的传统颗粒模型不同,该本构方程基于应力-应变关系。这使得一个数学公式能够从新浇混凝土的描述无缝过渡到硬化混凝土的描述。

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