高强度不钢丝网在工程水泥复合材料中的粘合滑动行为:数值和理论分析
Xuyan Zou1,2, Tao Zhang1, Ziyuan Li1
1Department of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.
Materials (Basel, Switzerland)
|December 17, 2024
概括
这项研究开发了高强度不钢丝网 (HSSWM) 增强的工程水泥复合材料 (ECC),提高了性和耐腐蚀性. 一个新的局部粘合滑动模型准确地预测HSSWM-ECC粘合性能,以改进材料设计.
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 (ECCs) 提供增强的柔性,但需要强大的强化.
- 高强度不钢丝网 (HSSWM) 为ECC提供了一个新的增强选项,提高了性和耐腐蚀性.
- 对于复合材料的结构完整性来说,HSSWM和ECC之间的有效结合是至关重要的.
研究的目的:
- 为了研究HSSWM和ECC之间的债券行为.
- 开发和验证HSSWM-ECC相互作用的局部债券滑动模型.
- 在ECC中建立HSSWM anchorage长度和结合能力的预测模型.
主要方法:
- 债券行为的理论分析. 债券行为.
- 基于平均债券滑坡原则的本地债券滑坡模型的开发.
- 有限元分析 (FEA) 研究材料特性和几何学对粘合滑动行为的影响.
- 微元素方法分析用于债券应力分布.
主要成果:
- 与平均模型相比,拟议的本地债券滑动模型在预测HSSWM-ECC债券性能方面表现出卓越的准确性.
- FEA的结果,包括拉力强度,丝径和间距,与实验数据密切匹配.
- 微元素方法提供了关于债券应力分布的见解.
- 建立了对关键 anchorage 长度和结合能力的验证预测模型.
结论:
- 当地债券滑动模型有效地捕捉了HSSWM和ECC之间的复杂的结合机制.
- FEA和实验数据证实了该模型的预测能力.
- 开发的模型为设计HSSWM增强的ECC结构提供了必不可少的工具,以优化性能和耐用性.
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