A novel multi-method framework for 3D printed fiber-reinforced polymer concrete utilizing advance additive manufacturing techniques

Q2 Engineering
Jayant M. Raut, Anjusha Pimpalshende, Mayuri A. Chandak, Tejas R. Patil, Latika Pinjarkar, Sruthi Nair
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引用次数: 0

Abstract

Growing demands for customized, sustainable, and high-performance infrastructure urgently require innovative construction methodologies. Conventional methods for fiber-reinforced polymer concrete are not efficient in material usage, are inconsistent in their mechanical properties, and fail to satisfy the complex structural demands. The current methods of 3D printing are often affected by delamination of layers, bad alignment of fibers, and relatively high rates of defects, which adversely affect the structural integrity and efficiency of the printed components. To address these challenges, we propose a novel multi-method framework utilizing advance additive manufacturing techniques for 3D printed fiber-reinforced polymer concrete. Our research introduces four additional mechanisms: GCMME (Gradient-Controlled Deposition via Multi-Material Extrusion) for smooth material transitions with functional graded properties, DFAM (Directional Fiber Alignment Mechanism) for optimal reinforcement along stress trajectories, ARCS (Adaptive Rheology Control System) for viscosity modulation and self-healing capabilities, and AQA-PDM (AI-Based Quality Assurance and Predictive Defect Mitigation) for real-time defect detection and quality control. All the above-mentioned mechanisms can be used simultaneously to allow for the mass production of customised structural parts with outstanding mechanical properties. Significant results include tensile strength greater than 12 MPa, compressive strength greater than 50 MPa, enhanced flexural strength by about 35%, and the defects density of less than 0.5%. The material wastage is minimized by up to 25%. Moreover, self-healing efficiency in closure is more than 60% as well. This integrated method significantly enhances performance, accuracy, and sustainability in modular construction and thus provides a transforming solution for the infrastructure development process.

对定制化、可持续和高性能基础设施的需求日益增长,迫切需要创新的施工方法。传统的纤维增强聚合物混凝土方法材料使用效率低,机械性能不稳定,无法满足复杂的结构需求。目前的三维打印方法经常会出现层间分层、纤维排列不整齐以及相对较高的缺陷率等问题,从而对打印部件的结构完整性和效率造成不利影响。为了应对这些挑战,我们提出了一种新颖的多方法框架,利用先进的增材制造技术来制造三维打印纤维增强聚合物混凝土。我们的研究引入了四种额外的机制:GCMME(通过多材料挤压实现梯度控制沉积)可实现具有功能分级特性的平滑材料过渡;DFAM(定向纤维排列机制)可实现沿应力轨迹的优化加固;ARCS(自适应流变控制系统)可实现粘度调制和自修复功能;AQA-PDM(基于人工智能的质量保证和预测性缺陷缓解)可实现实时缺陷检测和质量控制。上述所有机制可同时使用,以实现具有出色机械性能的定制结构件的批量生产。显著成果包括抗拉强度大于 12 兆帕、抗压强度大于 50 兆帕、抗弯强度提高约 35%、缺陷密度小于 0.5%。材料损耗降低达 25%。此外,闭合自愈效率也超过了 60%。这种集成方法大大提高了模块化建筑的性能、精度和可持续性,从而为基础设施开发过程提供了一种变革性的解决方案。
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来源期刊
Asian Journal of Civil Engineering
Asian Journal of Civil Engineering Engineering-Civil and Structural Engineering
CiteScore
2.70
自引率
0.00%
发文量
121
期刊介绍: The Asian Journal of Civil Engineering (Building and Housing) welcomes articles and research contributions on topics such as:- Structural analysis and design - Earthquake and structural engineering - New building materials and concrete technology - Sustainable building and energy conservation - Housing and planning - Construction management - Optimal design of structuresPlease note that the journal will not accept papers in the area of hydraulic or geotechnical engineering, traffic/transportation or road making engineering, and on materials relevant to non-structural buildings, e.g. materials for road making and asphalt.  Although the journal will publish authoritative papers on theoretical and experimental research works and advanced applications, it may also feature, when appropriate:  a) tutorial survey type papers reviewing some fields of civil engineering; b) short communications and research notes; c) book reviews and conference announcements.
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