关于在混凝土中定解决方案的拉出行为的实验和FE建模调查:比较研究
Alexandru-Nicolae Bizu1,2, Dorina Nicolina Isopescu1, Gabriela Draghici2
1Faculty of Civil Engineering and Building Services, Gheorghe Asachi Technical University of Iasi, 700050 Iasi, Romania.
Materials (Basel, Switzerland)
|October 16, 2025
概括
混凝土结构的双端粘合 anchorage显著提高了抗震强化. 与传统方法相比,这种方法提高了18%的拉力,显示出更高的承载能力和柔性.
科学领域:
- 土木工程 土木工程是指土木工程.
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
背景情况:
- 现有混凝土结构的抗震改造通常需要坚固的连接.
- 外骨的强化需要新旧混凝土之间可靠的固定系统.
研究的目的:
- 通过实验和数值研究混凝土中双端粘合 anchorage的拉出行为.
- 为了比较粘合 anchorage 与传统造钢筋嵌用于抗震强化的性能.
主要方法:
- 在六个不同强度的混凝土样品配置上进行了拉出测试.
- 利用了对实验数据进行验证的有限元模拟 (ANSYS 显式动力学).
主要成果:
- 粘合剂固的条条表现出比混合固的峰值拉出力 (~28.6 kN) 高18%.
- 失败模式始终是混凝土裂和拉出来的形,由混凝土强度决定.
- 模拟成功验证了实验结果,并允许在更广泛的混凝土强度范围内进行分析.
结论:
- 双端粘合 anchorage 为混凝土连接提供了显著增加的承载能力和柔性.
- 这种方法为地震强化应用提供了混合 anchorage 的优质替代方案.
- 该研究证实了粘合剂系统在增强结构完整性和抗震性能方面的有效性.
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