在随机波负荷下对BFRP增强混凝土板进行动态反应和疲劳研究
Jinlin Huang1, Leyuan Jin2, Jianwei Zhang2
1Guangdong Research Institute of Water Resources and Hydropower, Guangzhou 510610, China.
Materials (Basel, Switzerland)
|March 14, 2026
概括
这项研究分析了在波浪负荷下使用玄武岩纤维钢筋混凝土板的情况. 增加波周期减少了动态反应,而增加冲击角度则放大了它们,为结构设计提供了洞察力.
科学领域:
- 土木工程 土木工程是指土木工程.
- 海洋工程 海洋工程
- 材料科学 材料科学 材料科学
背景情况:
- 基岩纤维增强混凝土 (BFRC) 为海洋结构提供了增强的性能.
- 了解对随机波负荷的动态反应对于结构完整性至关重要.
- 现有的模型可能无法在复杂的波形条件下完全捕捉BFRC行为.
研究的目的:
- 为了研究BFRC板块随机波负荷的动态响应模式.
- 分析有效波周期和入射角度对BFRC板块动态的影响.
- 为优化波暴露环境中的BFRC结构提供数据.
主要方法:
- 使用随机波理论来表征波的参数.
- 通过莫里森方程模拟波负荷.
- 开发了BFRC板块的分析模型,以评估动态特性.
主要成果:
- 增加有效波周期 (7s到11s) 降低了峰值位移,应力,应变和强化应力.
- 增加波的冲击角度 (18°到90°) 放大了峰值移位,应力,应变和强化应力.
- 动态响应的增长率随波段而变化,随发射角度而增加.
结论:
- 有效波周期和入射角度显著影响BFRC板块动态响应.
- 这些发现为波负荷下的BFRC结构提供了理论支持.
- 结果有助于研究海洋混凝土结构的疲劳性能.
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