New perspectives on carbon reinforced concrete structures—Why new composites need new design strategies

Manfred Curbach, Josef Hegger, Jan Bielak, Christopher Schmidt, Sven Bosbach, Silke Scheerer, Martin Claßen, Jaan-Willem Simon, Hans-Gerd Maas, Anya Vollpracht, Andreas Koch, Lars Hahn, Marko Butler, Birgit Beckmann, Viviane Adam, Chokri Cherif, Rostislav Chudoba, Thomas Gries, Edeltraud Günther, Michael Kaliske, Sven Klinkel, Stefan Löhnert, Thea Lautenschläger, Thomas Matschei, Viktor Mechtcherine, Wolfgang E. Nagel, Christoph Neinhuis, Alice Niemeyer, Jörg Rainer Noennig, Michael Raupach, Stefanie Reese, Christina Scheffler, Frank Schladitz, Marzia Traverso, Steffen Marx
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Abstract

In civil engineering, carbon is typically regarded as a modern material to serve as reinforcement in concrete structures. Compared to steel reinforcement, it features two substantial benefits: It is not sensitive to corrosion, and has an enormously increased tensile strength. In contrast, carbon reinforcement is sensitive to lateral pressure and lacks the property of strain hardening. As a first step of establishing carbon reinforced concrete as a new building composite material, carbon reinforcement has basically served to replace the state-of-the-art steel reinforcement. This target led to pioneering findings with respect to determining the material properties of the composite and developing advanced individual components. However, barely substituting steel by carbon does not allow to fully utilize the carbon's benefits while its disadvantageous properties reveal the limits of this approach. Instead, novel design principles are required to meet the material's nature aiming at appropriately using its beneficial properties. Currently, new construction principles are being researched for high-performance building material combinations such as textile and carbon reinforced concrete. This paper provides an overview of baselines in the preliminary stages of this research. The overview includes history, inspiration, concrete matrices, non-metallic reinforcement, structural elements, modeling, production, tomography, and sustainability. The objective of the study is to provide a baseline for the envisaged development of principles for future construction: radically new concepts for the design, modeling, construction, manufacturing, and use of sustainable, resource-efficient building elements made of mineral building materials with the aim of entirely benefiting from the materials' potential.

Abstract Image

碳纤维增强混凝土结构的新视角--新型复合材料为何需要新的设计策略
在土木工程中,碳通常被视为一种现代材料,可用作混凝土结构的钢筋。与钢筋相比,它有两个显著的优点:它对腐蚀不敏感,抗拉强度大大提高。相比之下,碳纤维加固材料对横向压力敏感,并且缺乏应变硬化特性。作为将碳纤维加固混凝土作为新型建筑复合材料的第一步,碳纤维加固基本上是为了取代最先进的钢纤维加固。这一目标导致在确定复合材料的材料特性和开发先进的单个组件方面取得了开创性的成果。然而,勉强用碳替代钢材并不能充分利用碳的优点,而碳的缺点则暴露了这种方法的局限性。因此,需要采用新颖的设计原则来满足材料的特性,从而合理利用其有益特性。目前,针对高性能建筑材料组合(如纺织品和碳纤维增强混凝土)的新施工原则正在研究之中。本文概述了这一研究初步阶段的基本情况。概述内容包括历史、灵感、混凝土基质、非金属加固、结构元素、建模、生产、断层扫描和可持续性。这项研究的目的是为设想的未来建筑原则的发展提供一个基线:为矿物建筑材料制成的可持续、资源节约型建筑构件的设计、建模、施工、制造和使用提供全新的概念,目的是完全受益于材料的潜力。
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