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3D-printed steel reinforcement for digital concrete construction - Manufacture, mechanical properties and bond behaviour

机译:用于数字混凝土结构的3D打印钢筋-制造,机械性能和粘结性能

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摘要

Digital concrete construction has recently become the subject of very rapidly growing research activities all over the world. Various technologies involving 3D-printing with concrete have been developed, and the number of demonstration projects and practical applications has been increasing exponentially. Most of these approaches are focused on the placement of concrete, while the suggested solutions for incorporation of reinforcement are still rudimentary, and as such they lag behind the concepts for printing concrete. Since the use of (steel) reinforcement is mandatory in most structural applications, there is an urgent need to bring the technology of reinforcing 3D-printed structural elements forward. The article starts with a brief overview of the existing approaches in using reinforcement in digital concrete construction. Then the authors' own research work is presented, namely a feasibility study on 3D-printing of steel reinforcement using gas-metal arc welding. A description of the newly developed 3D-printing process is followed by a demonstration of its feasibility in producing vertical steel reinforcement bars with and without extra ribs. The mechanical performance of the printed bars was investigated by means of uniaxial tension tests. The samples exhibited comparable mechanical properties to common steel reinforcement of the same diameter. The investigation of fracture surfaces confirmed a ductile mode of failure of the printed steel bars. Finally, the bond between printed steel bars and printable fine-grained concrete was tested by means of pull-out experiments. Here the overall performance could be rated as satisfactory, even though it could be improved by introducing extra ribs in the process of bar manufacturing. (C) 2018 Elsevier Ltd. All rights reserved.
机译:最近,数字混凝土建筑已成为世界范围内快速发展的研究活动的主题。已经开发了涉及混凝土的3D打印的各种技术,并且示范项目和实际应用的数量呈指数增长。这些方法大多数都集中在混凝土的放置上,而建议的掺入钢筋的解决方案仍是基本的,因此它们落后于印刷混凝土的概念。由于在大多数结构应用中必须使用(钢)增强,因此迫切需要将增强3D打印结构元素的技术向前发展。本文首先简要概述了在数字混凝土建筑中使用钢筋的现有方法。然后介绍了作者自己的研究工作,即使用气-金属电弧焊对钢筋进行3D打印的可行性研究。在对新开发的3D打印工艺进行描述之后,将演示其在生产带有或不带有额外肋的垂直钢筋中的可行性。通过单轴拉伸试验研究了印制条的机械性能。样品表现出与相同直径的普通钢筋相当的机械性能。断裂表面的研究证实了印刷钢筋的延性破坏模式。最后,通过拉拔试验测试了印刷钢筋和可印刷细粒混凝土之间的粘结力。尽管可以通过在棒材制造过程中引入额外的肋条来提高整体性能,但总体性能仍可以令人满意。 (C)2018 Elsevier Ltd.保留所有权利。

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