Han Weinan, Wu Feng, Zhao Yugang, Wang Haitao, Chu Shenglin
School of Civil Engineering, Dalian Jiaotong University, Dalian 116028, China.
Xinjiang Institute of Technology, Aksu 843000, China.
Materials (Basel). 2023 Jan 29;16(3):1161. doi: 10.3390/ma16031161.
The bond behavior between the textile and the earth-based matrix determined the reinforcement effectiveness of the composite systems. This paper presented a pull-out experimental study on the glass textile mesh reinforced earth-based matrix. The bond behavior was studied using different development length, mesh spacing size and matrix thickness, with a total of 32 experimental specimens. The test results showed that the peak pull-out force had increased by 31.7% and 40.5% with 200 mm and 300 mm versus 100 mm development length, respectively. The 16 mm compared to 10 mm matrix thickness specimens had a high strength improvement (9.73%) because the elevated thickness had increased the matrix strength. However, the 20 mm versus 10 mm mesh spacing size specimens had achieved a slight reduction (5.72%) due to the reduction in the number of textiles along the weft direction. The failure mode shifted from pulling out, compound modes (both pulling out and textile rupture) to textile rupture mainly accompanied by elevated development length. In addition, we discussed the applicability of the trilinear bond-slip model on the earth-based matrix and proposed a method based on the fracture energy concept for estimating the effective development length, which could provide a reference for future research.
织物与土基基体之间的粘结性能决定了复合体系的增强效果。本文开展了玻璃纤维织物网增强土基基体的拉拔试验研究。通过改变不同的锚固长度、网格间距尺寸和基体厚度研究粘结性能,共制作了32个试验试件。试验结果表明,锚固长度为200mm和300mm时的峰值拉拔力分别比100mm时提高了31.7%和40.5%。基体厚度为16mm的试件相比于10mm的试件强度提高显著(9.73%),这是因为厚度增加提高了基体强度。然而,网格间距尺寸为20mm的试件相比于10mm的试件强度略有降低(5.72%),这是由于沿纬向的织物数量减少所致。随着锚固长度增加,破坏模式从拔出破坏、复合破坏模式(拔出破坏与织物断裂同时出现)转变为以织物断裂为主的破坏模式。此外,讨论了三线型粘结-滑移模型在土基基体中的适用性,并基于断裂能概念提出了一种有效锚固长度的估算方法,可为今后的研究提供参考。