微轴螺纹连接的全尺寸四点曲试验的应变数据和偏移
Sebastian Montoya-Vargas1, Aaron Gallant1, William G Davids1
1Dept. of Civil and Environmental Engineering, University of Maine, 5711 Boardman Hall, Orono, ME, 04469, USA.
Data in brief
|October 27, 2025
概括
这项研究测试了各种直径的料填充的钢微型片,并在曲下进行螺纹连接. 结果提供了这些关键基础元素的结构性表现的见解.
科学领域:
- 地质技术工程 地质技术工程
- 结构力学 结构力学
- 材料科学 材料科学 材料科学
背景情况:
- 填充的钢微型是各种建筑项目中必不可少的基础元素.
- 了解它们在负载下螺纹连接的机械行为,对于设计和安全至关重要.
研究的目的:
- 在四点曲下评估料填充的钢质微型螺纹连接件的结构性能.
- 为了研究不同几何参数对关节承载能力和变形的影响.
主要方法:
- 在不同的外部直径 (178-346毫米) 和关节长度 (51-76毫米) 的微杆样本上进行了32次四点曲试验.
- 使用的标本有不同的线程形状 ("V"和"方形") 和墙壁缩变化 (0.0625,0.0521,0).
- 使用弦电位计和倾斜计测量移位和旋转,并通过数字图像相关性分析应变分布.
主要成果:
- 在关键位置收集了详细的移位和旋转数据.
- 在线索连接周围的轴向和圆圈应变分布使用数字图像相关性进行了映射.
- 这项研究提供了各种微型关节配置的机械反应的综合数据.
结论:
- 实验数据提供了宝贵的见解,以料填充的钢微螺杆螺纹接头的行为.
- 这些发现可以为改进的设计实践提供信息,并提高微型基的可靠性.
- 进一步的研究可以建立在这些结果的基础上,以优化联合性能和材料选择.
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