在循环负荷下,具有单侧和双侧连接的延伸端板接头的演变特征和性能评估
Liang Luo1,2, Hang Sun3, Shengcan Lu4
1School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China.
Heliyon
|May 20, 2024
概括
这项研究分析了循环负荷下的延伸端板关节,揭示了它们的地震性能演变. 这些接头显示出足够的强度和柔性,适用于地震时刻框架.
科学领域:
- 结构工程 结构工程
- 地震工程的工程是地震工程.
- 机械工程 机械工程
背景情况:
- 延伸端板接头是地震时刻框架中的关键结构部件.
- 了解它们在循环负荷下的机械性能对于地震设计至关重要.
研究的目的:
- 在循环负荷下研究延伸端板接头的机械性能演变.
- 开发一个理论模型来预测关节歇斯底里曲线和能量消耗.
- 根据现有的设计标准来评估联合性能.
主要方法:
- 在四个延伸端板接头上进行实验性循环负荷测试.
- 曼-肯达尔 (M-K) 趋势分析以确定业绩演变点 (P和Q).
- 基于实验数据的理论hysteresis模型的开发.
主要成果:
- 使用M-K趋势分析确定了关键绩效演变点 (P和Q).
- 验证了螺栓力,变形和应变的趋势,显示过渡到不稳定.
- 建立了一个理论模型,准确预测歇斯底里曲线和累积散射能量.
- 按EC3要求将接头分类为部分刚性连接.
- 对初始旋转刚度和塑性时刻的实验结果根据EN 1993-1-8,ANSI/AISC 358-16和GB 51017-2017进行了评估.
结论:
- 延长的终端板连接具有足够的强度,刚性,延展性和能量消耗.
- 这些接头适用于地震时刻框架中的应用.
- 开发的理论模型为联合行为提供了准确的预测.
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