关于钢渣青混凝土疲劳和愈合特征的研究
Heng Yuan1, Haofeng Zheng1, Hao Huang1
1State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, China.
Materials (Basel, Switzerland)
|December 11, 2025
概括
钢渣青混凝土在模拟损坏后显示出更好的疲劳寿命和刚度恢复. 在更高的温度下愈合会促进模块恢复,大大延长路面的总寿命.
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.
- 铺路工程 铺路工程是指铺路工程.
背景情况:
- 钢渣青混凝土中疲劳愈合机制尚不清楚,这影响了长期性能预测.
- 在青路面上使用钢在预测疲劳寿命和确保服务稳定性方面存在挑战.
研究的目的:
- 为了研究钢渣青混凝土的疲劳愈合机制.
- 分析钢渣聚合物更换对疲劳寿命和刚度模量恢复的影响.
- 为了评估愈合温度对疲劳损伤恢复的影响.
主要方法:
- 钢渣青混凝土和传统的半基石混凝土的比较分析.
- 四点曲疲劳测试来模拟损伤和愈合.
- 在不同温度下 (20°C,35°C,60°C,75°C) 治愈后评估刚度模块恢复和疲劳寿命.
主要成果:
- 钢渣聚合物对青混凝土的疲劳寿命和刚度模量有很大的影响.
- 粗和自式钢渣聚合物增强了疲劳寿命.
- 较高的愈合温度可以改善刚度模块的恢复 (超过90%),但对生命恢复的影响有限 (19-55%).
- 多个愈合周期可以将总疲劳寿命延长1.7到2.3倍.
结论:
- 钢渣青混凝土表现出相当大的疲劳愈合能力,特别是在刚性模量恢复方面.
- 在多个愈合周期下,可以使用愈合指数开发出疲劳寿命的预测模型.
- 与传统的青混凝土相比,用钢渣聚合物完全取代基,可以获得更好的总疲劳愈合寿命.
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