Gao Lei, Xu Zhongquan, Wang Quan, Zhang Zhenlei, Li Ping
Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China.
Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China.
Sensors (Basel). 2021 Oct 25;21(21):7062. doi: 10.3390/s21217062.
As a newly developed pile foundation, the snowflake shaped steel sheet pile is composed of three Y-shaped sections with an included angle of 120° and has a large specific surface area, which can give full play to the side friction of pile and improve the bearing capacity of single pile. At the same time, the snowflake shaped steel sheet pile has a high strength, relatively few materials, and it has good prospects with engineering applications. In order to accurately grasp the mechanical characteristics of the snowflake shaped steel sheet pile, this paper carried out the model test of snowflake shaped steel sheet pile based on OFDR (optical frequency domain reflector) distributed optical fiber sensor technology. The results show that: (1) OFDR distributed optical fiber sensing technology can effectively monitor the strain of snowflake steel sheet pile; (2) under the vertical load, the strain of snowflake steel sheet pile decreases along the length of the pile; (3) the strain of the same section of snowflake steel sheet pile is different at different positions, the strain at the junction between web and web is basically the same as the junction between web and flange, and the strain of the pile shaft on the flange edge is larger.
作为一种新开发的桩基础,雪花形钢板桩由三个夹角为120°的Y形截面组成,比表面积大,能充分发挥桩侧摩阻力,提高单桩承载力。同时,雪花形钢板桩强度高、材料用量相对较少,工程应用前景良好。为准确掌握雪花形钢板桩的力学特性,本文基于OFDR(光频域反射仪)分布式光纤传感器技术开展了雪花形钢板桩模型试验。结果表明:(1)OFDR分布式光纤传感技术能有效监测雪花形钢板桩的应变;(2)在竖向荷载作用下,雪花形钢板桩的应变沿桩身长度方向递减;(3)雪花形钢板桩同一截面不同位置的应变不同,腹板与腹板交界处的应变与腹板和翼缘交界处基本相同,翼缘边缘处桩身的应变较大。