Stankovic Danijela, Bisby Luke A, Terrasi Giovanni P
School of Engineering, William Rankine Building, The University of Edinburgh, Thomas Bayes Road, King's Buildings, Edinburgh EH9 3FG, UK.
Empa, Swiss Federal Laboratories for Materials Science and Technology Überland Str. 129, 8600 Dübendorf, Switzerland.
Materials (Basel). 2021 Apr 11;14(8):1903. doi: 10.3390/ma14081903.
The performance of pretensioned, laminated, unidirectional (UD), carbon fiber reinforced polymer (CFRP) straps, that can potentially be used for example as bridge deck suspender cables or prestressed shear reinforcements for reinforced concrete slabs and beams, was investigated at elevated temperatures. This paper aims to elucidate the effects of elevated temperature specifically on the tensile performance of pretensioned, straps. Two types of tests are presented: (1) steady state thermal and (2) transient state thermal. Eight steady-state target temperatures in the range of 24 °C to 600 °C were chosen, based on results from dynamic mechanical thermal analysis (DMTA) and thermogravimetric analysis (TGA). Transient state thermal tests were performed at three sustained tensile load levels, namely 10, 15, and 20 kN, corresponding to 25%, 37%, and 50% of the ultimate tensile strength of the pin-loaded straps at ambient temperature. In general, the straps were able to retain about 50% of their ambient temperature ultimate tensile strength (UTS) at 365 °C.
对预张紧的、层压的、单向(UD)碳纤维增强聚合物(CFRP)带材的性能进行了研究,这些带材可潜在地用作例如桥面板吊索或钢筋混凝土板和梁的预应力抗剪增强材料,研究是在高温下进行的。本文旨在阐明高温对预张紧带材拉伸性能的具体影响。介绍了两种类型的试验:(1)稳态热试验和(2)瞬态热试验。根据动态机械热分析(DMTA)和热重分析(TGA)的结果,选择了24℃至600℃范围内的八个稳态目标温度。瞬态热试验在三个持续拉伸载荷水平下进行,即10kN、15kN和20kN,分别对应于环境温度下销加载带材极限抗拉强度的25%、37%和50%。一般来说,这些带材在365℃时能够保留其环境温度下极限抗拉强度(UTS)的约50%。