长跨度吊桥的静态和动态性能,具有灵活的CFRP中央扣扣
Maoqiang Wang1, Taike Zhang2,3, Huaimao Yang1
1CCCC Highway Bridges National Engineering Research Centre, Ltd., Beijing 100120, China.
Polymers
|July 12, 2025
概括
本研究介绍了一种灵活的碳纤维增强聚合物 (CFRP) 中央扣扣,用于吊桥,提高耐用性和减少压力. 新型CFRP扣提供了与钢相比的稳定性,但内部力较低,提高了桥梁的安全性.
科学领域:
- 结构工程 结构工程
- 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.
背景情况:
- 吊桥中的传统钢铁中央扣面临着诸如刚性,应力度和疲劳性能差等限制.
- 这些问题损害了长跨桥梁的纵向稳定性和耐用性.
研究的目的:
- 建议和评估使用碳纤维增强聚合物 (CFRP) 的新型灵活中央扣扣系统.
- 为了研究长跨式吊桥的静态和动态反应,使用CFRP中央扣扣的硬度不同.
- 为增强纵向稳定性制定综合控制策略.
主要方法:
- 为石家庄吊桥开发有限元模型.
- 模拟CFRP中央扣扣与八个不同的刚度水平.
- 分析静态和动态反应,包括移位和内部力量.
- 建议和评估一个协调的控制策略与终端跨度控制装置.
主要成果:
- 具有低弹性模量的CFRP中央扣提供了与钢扣可比的位移控制.
- 碳纤维扣引发明显较低的内部力,减少应力度和提高耐用性.
- 综合的CFRP扣和固定装置系统减少了61.1%的中间距离位移和49.8%的内部力.
结论:
- 低模块CFRP中央扣扣 (例如T300) 是传统钢扣扣的经济高效和高性能替代品.
- 拟议的灵活的CFRP扣扣系统和协调的控制策略为超长跨度吊桥的纵向控制提供了有效的解决方案.
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