Abstract This paper presents the design and experimental validation of a durable textile reinforced concrete (TRC) panel that can be used to furnish a stay-in-place (SIP) formwork and a protective layer over the outer surface of the reinforced concrete (RC) elements, which require high durability and long service life. The objectives of this study are to increase the flexural capacity and to improve the durability of the RC elements by employing an SIP TRC formwork panel. A durable binder system was designed to offer excellent durability performance in a chloride-rich environment. Six full-scale RC slab-type specimens were casted on the SIP TRC formwork. The load-deflection behaviour of the full-scale slab specimens was compared with the analytical solutions. The results of a full-scale flexural failure test indicated that the ultimate flexural capacity of the slab specimens with the TRC formwork was at least 141% greater than that of the RC slab without the TRC formwork.

中文翻译：

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浇筑在原位 TRC 模板上的混凝土板型构件的荷载-挠度行为

摘要 本文介绍了一种耐用的纺织钢筋混凝土 (TRC) 面板的设计和实验验证，该面板可用于在钢筋混凝土 (RC) 的外表面上提供固定 (SIP) 模板和保护层。元件，需要高耐用性和长使用寿命。本研究的目的是通过采用 SIP TRC 模板面板来增加抗弯能力并提高 RC 元件的耐久性。耐用的粘合剂系统旨在在富含氯化物的环境中提供出色的耐用性。在 SIP TRC 模板上浇铸了六个全尺寸 RC 板式试样。将全尺寸板坯试样的载荷-挠度行为与解析解进行比较。