由CFRP和后拉伸驱动的无杆高性能柔性混凝土梁
Wisam Hamad1, Seyed Sina Mousavi1, Mehdi Dehestani2
1Faculty of Civil Engineering, Babol Noshirvani University of Technology, Postal Box: 484, Babol, 47148-71167, Iran.
Scientific reports
|December 23, 2025
概括
带有最小钢筋的高性能柔性混凝土 (HPDC) 梁,在用碳纤维增强聚合物 (CFRP) 板或后拉伸加强时,显示出更好的曲能力和柔性. 这些技术提高了大型应用的结构可靠性.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
背景情况:
- 高性能柔性混凝土 (HPDC) 具有大规模应用的潜力,但由于高纤维含量而面临强化方面的挑战.
- 在HPDC梁中最小的增强可以损害结构性能,需要使用替代增强策略.
研究的目的:
- 为了评估具有非常低强化比率的HPDC梁的柔性能力和可靠性.
- 评估碳纤维增强聚合物 (CFRP) 板和后拉伸作为这些梁的强化技术的有效性.
主要方法:
- 测试了10个大规模的HPDC梁,使用最小的强化.
- 应用了强化技术,包括CFRP板和后拉伸,并与参考标本进行了比较.
- 评估的关键参数包括曲能力,柔性,吸收能量,刚性,裂纹负载和折曲.
主要成果:
- 参考光束显示不充分的裂纹模式和低吸收能量,尽管满足最低代码要求.
- 强化方法显著提高了曲能力和度.
- 应用CFRP和后拉伸降低了裂宽度和增加了裂密度,提高了整体性能.
结论:
- 使用最小增强的HPDC梁可以通过适当的增强技术来增强,从而实现可靠的结构性能.
- 碳复合材料板和后拉伸是有效的提高低强化HPDC梁的曲行为和耐用性.
- 这些发现支持在大型结构应用中使用强化HPDC.
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