Wang Yanlei, Chen Guipeng, Wan Baolin, Han Baoguo
State Key Laboratory of Coastal and Offshore Engineering, School of Civil Engineering, Dalian University of Technology, Dalian 116024, China.
Department of Civil, Construction and Environmental Engineering, Marquette University, Milwaukee, WI 53201, USA.
Materials (Basel). 2020 Feb 20;13(4):957. doi: 10.3390/ma13040957.
Sawdust-reinforced ice-filled flax fiber-reinforced polymer (FRP) tubular (SIFFT) columns are newly proposed to be used as structural components in cold areas. A SIFFT column is composed of an external flax FRP tube filled with sawdust-reinforced ice. The compressive behavior of circular SIFFT short columns was systematically investigated. Four types of short columns with circular sections, including three plain ice specimens, three sawdust-reinforced ice specimens (a mixture of 14% sawdust and 86% ice in weight), nine plain ice-filled flax FRP tubular (PIFFT) specimens and nine SIFFT specimens, were tested to assess the concept of the innovative composite columns. The test variables were the thickness of flax FRP tubes and the type of ice cores. The test results indicated that the lateral dilation and the development of cracks of the ice cores were effectively suppressed by outer flax FRP tubes, thus causing a considerable enhancement in the compressive strength. Moreover, the compressive behavior, energy-absorption capacity, and anti-melting property of sawdust-reinforced ice cores were better than those of plain ice cores confined by flax FRP tubes with the same thicknesses. The proposed equations for estimating ultimate bearing capacities of PIFFT and SIFFT short columns were shown to provide reasonable and accurate predictions.
锯末增强冰填充亚麻纤维增强聚合物(FRP)圆管柱(SIFFT柱)是新提出的用于寒冷地区的结构构件。一根SIFFT柱由一个外部亚麻FRP管和填充在其中的锯末增强冰组成。系统地研究了圆形SIFFT短柱的抗压性能。测试了四种圆形截面的短柱,包括三个纯冰试件、三个锯末增强冰试件(重量比为14%锯末和86%冰的混合物)、九个纯冰填充亚麻FRP圆管(PIFFT)试件和九个SIFFT试件,以评估这种创新复合柱的概念。测试变量为亚麻FRP管的厚度和冰芯类型。测试结果表明,外部亚麻FRP管有效地抑制了冰芯的横向膨胀和裂缝发展,从而使抗压强度有显著提高。此外,锯末增强冰芯的抗压性能、能量吸收能力和抗融化性能优于相同厚度亚麻FRP管约束的纯冰芯。所提出的用于估算PIFFT和SIFFT短柱极限承载力的公式显示能够提供合理且准确的预测。