在工程水泥复合材料中对高强度不钢丝网的拉皮拼接性能进行实验研究
Xuyan Zou1, Xiyuan Zhang2, Ziyuan Li2
1School of Civil Engineering, Zhengzhou University of Technology, Zhengzhou 450044, China.
Materials (Basel, Switzerland)
|June 10, 2023
概括
本研究研究了工程水泥复合材料 (ECC) 中的高强度不钢丝网 (HSSSWM). 周围长度会影响滑动和性,但会降低粘合强度,从而导致新的周围强度公式.
科学领域:
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
- 结构工程 结构工程
背景情况:
- 工程水泥复合材料 (ECC) 提供增强的柔性和裂控制.
- 高强度不钢丝网 (HSSSWM) 用作ECC的强化材料.
- 了解HSSSWM在ECC中的机械性能和拉皮拼接性能对于结构应用至关重要.
研究的目的:
- 在ECC中研究HSSSWM的机械性能.
- 为了确定ECC中HSSSWM增强的最佳圈长.
- 建立一个计算公式来计算周围强度.
主要方法:
- 制造39个标本在13套,不同的钢丝直径,横向钢丝间距,和膝盖长度.
- 拉出测试,以评估HSSSWM在ECC中的圆拼接性能.
- 实验分析以确定故障模式和影响因素.
主要成果:
- 确定了两个故障模式:拉出和破裂.
- 横横的钢丝间距对最终的拉出力影响最小,但影响了纵向的钢丝滑动.
- 增加的腿部长度增加了滑动和腿部度,但降低了最终的粘合强度.
结论:
- 基于实验结果,开发了一种计算圆周强度的公式,其中包含了校正系数β.
- 该研究提供了对优化ECC中HSSSWM增强的见解.
- 这些发现有助于设计和应用先进的混凝土复合材料.
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