从使用扩展型空螺栓盲螺栓对混凝土填充钢管的连接进行单调加载的拉伸实验数据
Manuela Cabrera1, Walid Tizani2, Jelena Ninic1
1Department of Civil Engineering, University of Birmingham, Birmingham, UK.
Data in brief
|November 25, 2024
概括
本研究介绍了混凝土填充钢管 (CFST) 中延伸空螺栓 (EHB) 连接的拉伸性测试数据. 这些发现提供了对连接故障机制的见解,并支持预测模型的开发.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
背景情况:
- 混凝土填充钢管 (CFST) 是广泛使用的结构部件.
- 扩展型空螺栓 (EHB) 用于将CFST连接到其他结构元件.
- 了解EHB连接在拉力负载下的行为对于结构完整性至关重要.
研究的目的:
- 呈现EHB连接的拉力负载位移反应数据集.
- 提供视觉数据 (图像),详细说明EBH连接的故障模式.
- 促进对EHB连接的预测模型的开发和验证.
主要方法:
- 在CFST和T-stubs之间的28个EHB连接上进行单调的拉力测试.
- 在多个点 (螺栓头,螺栓末端,柱面) 记录负载位移数据.
- 在测试期间和之后捕获高分辨率图像,以记录故障进展和混凝土损坏.
主要成果:
- 对于28个测试的EHB连接中的每一个,详细的负载位移曲线.
- 连接行为和故障模式的全面摄影记录.
- 数据集可以分析组件相互作用及其对连接可变性的贡献.
结论:
- 提供的数据集为EBH连接的行为提供了有价值的实验洞察.
- 这些数据适用于开发和验证数值,分析和数据驱动的预测模型.
- 这项研究有助于更好地了解复合结构中故障机制.
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