Deng Jun, Zhong Minting, Zheng Yifeng, Zhu Miaochang
School of Civil Engineering, Guangzhou University, Guangzhou 510006, China.
School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China.
Materials (Basel). 2022 Aug 18;15(16):5665. doi: 10.3390/ma15165665.
The novelty of the present study is to address the durability of corroded anchors for prestressing CFRP laminates. Two types of steel anchors, clamp anchors and wedge anchors, were used to prestress CFRP laminates and then subjected to steel corrosion through a galvanostatic acceleration approach, which was followed by tensile tests. Compared to clamp anchors, wedge anchors showed a superior durability performance in terms of their prestress retention, anchor efficiency, and resistance to the slippage of the CFRP laminate. After accelerated corrosion for 144 h, the clamp anchor exhibited a prestress retention of 79.1% and an anchorage efficiency of 55%, and the percentages became 9.0% and 100% for the wedge anchor. The slippage rates of the clamp anchor and the wedge anchor were 0.036 mm/kN and 0.026 mm/kN, respectively. Therefore, the wedge anchor, which exhibited higher prestress tension and anchorage efficiency, performed better than the clamp anchor. The present work provides an apparatus for exploring the corrosion-induced durability of steel anchors and experimental evidence that helps refine the provision in the guidelines for addressing anchor durability.
本研究的新颖之处在于探讨用于预应力CFRP层板的锈蚀锚具的耐久性。使用两种类型的钢锚具,即夹片式锚具和楔形锚具,对CFRP层板施加预应力,然后通过恒电流加速方法使其遭受钢材腐蚀,随后进行拉伸试验。与夹片式锚具相比,楔形锚具在预应力保持、锚固效率以及抵抗CFRP层板滑移方面表现出更优异的耐久性。加速腐蚀144小时后,夹片式锚具的预应力保持率为79.1%,锚固效率为55%,而楔形锚具的相应百分比分别为9.0%和100%。夹片式锚具和楔形锚具的滑移率分别为0.036 mm/kN和0.026 mm/kN。因此,预应力张力和锚固效率更高的楔形锚具比夹片式锚具表现更好。本研究工作提供了一种用于探究钢锚具腐蚀诱导耐久性的装置以及有助于完善锚具耐久性相关规范条文的试验证据。