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Experimental Exploration of Metal Cable as Reinforcement in 3D Printed Concrete

机译:金属电缆增强3D打印混凝土的实验探索

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摘要

The Material Deposition Method (MDM) is enjoying increasing attention as an additive method to create concrete mortar structures characterised by a high degree of form-freedom, a lack of geometrical repetition, and automated construction. Several small-scale structures have been realised around the world, or are under preparation. However, the nature of this construction method is unsuitable for conventional reinforcement methods to achieve ductile failure behaviour. Sometimes, this is solved by combining printing with conventional casting and reinforcing techniques. This study, however, explores an alternative strategy, namely to directly entrain a metal cable in the concrete filament during printing to serve as reinforcement. A device is introduced to apply the reinforcement. Several options for online reinforcement media are compared for printability. Considerations specific to the manufacturing process are discussed. Subsequently, pull-out tests on cast and printed specimens provide an initial characterisation of bond behaviour. Bending tests furthermore show the potential of this reinforcement method. The bond stress of cables in printed concrete was comparable to values reported for smooth rebar but lower than that of the same cables in cast concrete. The scatter in experimental results was high. When sufficient bond length is available, ductile failure behaviour for tension parallel to the filament direction can be achieved, even though cable slip occurs. Further improvements to the process should pave the way to achieve better post-crack resistance, as the concept in itself is feasible.
机译:材料沉积法(MDM)作为一种创建混凝土砂浆结构的添加剂方法正受到越来越多的关注,该混凝土砂浆结构的特征在于高度的自由度,缺乏几何重复性和自动构造。在世界范围内已经实现或正在准备几种小型结构。但是,这种构造方法的性质不适用于实现延性破坏性能的常规加固方法。有时,这可以通过将印刷与常规浇铸和加固技术相结合来解决。但是,这项研究探索了一种替代策略,即在打印过程中直接在混凝土细丝中夹带金属电缆以起到加固作用。引入了一种装置来施加增强。比较了在线加固介质的几种选项的可打印性。讨论了特定于制造过程的注意事项。随后,对铸件和印刷样品的拉拔测试提供了粘结行为的初步表征。弯曲测试进一步显示了这种加固方法的潜力。印刷混凝土中电缆的粘结应力与光滑钢筋的报道值相当,但低于浇铸混凝土中相同电缆的粘结应力。实验结果的分散程度很高。当有足够的粘结长度时,即使发生电缆打滑,也可以实现平行于细丝方向的拉伸延性破坏行为。由于该方法本身是可行的,因此对该方法的进一步改进应为获得更好的抗裂后性铺平道路。

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