用智能记忆合金装备的钢连接改善周期性行为的新技术
Ali S Alqarni1, Mohammad J Alshannag1, Mahmoud M Higazey1
1Department of Civil Engineering, College of Engineering, King Saud University, Riyadh 11421, Saudi Arabia.
Materials (Basel, Switzerland)
|July 13, 2024
概括
钢连接中的形状记忆合金 (SMA) 显著减少了多达94%的残留漂移,提高了抗震能力. 这项研究验证了SMA螺栓和角度,表明基于Fe的SMA是改善结构自中心能力的可行替代方案.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
- 地震工程是地震工程.
背景情况:
- 其余漂移是地震后结构性能和安全性的关键指标.
- 钢连接是桥梁和建筑物的重要组成部分,需要强大的抗震性能.
- 形状记忆合金 (SMAs) 提供独特的自我中心性质,有利于地震应用.
研究的目的:
- 用SMA螺栓和座位角度数值调查外部钢 I 梁空洞柱连接的循环反应.
- 为验证有限元 (FE) 模型与SMA增强连接的实验数据进行验证.
- 分析各种参数对配备SMA连接的地震性能的影响.
主要方法:
- 使用ABAQUS软件进行有限元 (FE) 分析,模拟钢连接的循环行为.
- 使用从文献中认可的实验数据验证数值模型的验证.
- 参数研究不同SMA类型,角度厚度,螺栓直径,硬化剂和方向.
主要成果:
- 使用SMA板和SMA角组合的连接可将残余漂移降低高达94%.
- 与传统钢连接相比,SMA增强连接的自中心化能力翻了一番.
- 基于Fe的SMA成员证明了其作为有效替代品的潜力,以减少剩余漂移.
结论:
- SMA螺栓和角度显著提高了钢连接的抗震性能.
- 使用SMA组件为提高结构弹性和减少地震后破坏提供了一个有希望的策略.
- 基于Fe的SMA为抗震改装和新建筑提供了具有成本效益和效率的选择.
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