切割机械反应和F型插座接头的变形故障在不同地质条件下的矩形管道上升道中
Youjun Xu1,2,3, Zhengrong Zhao4, Chao Zhang1,2,3
1School of Civil Engineering, Inner Mongolia University of Science and Technology, Baotou, 014010, China.
Scientific reports
|December 11, 2023
概括
研究了F型插座接头在矩形管道提升道中的剪切性能. 增加钢环厚度提高了剪切能力,而特定的设计修改提高了混凝土承载能力.
科学领域:
- 地质技术工程 地质技术工程
- 结构工程 结构工程
- 土木工程 土木工程是指土木工程.
背景情况:
- 在矩形管道上吊道中的F型插座接头的剪切机械性能尚未得到充分了解.
- 长方形管道道在城市基础设施建设中越来越多地使用.
研究的目的:
- 在不同的基础条件下研究F型套接头的剪切机械反应和变形故障.
- 分析结构特征对联合绩效的影响.
主要方法:
- 实验室联合测试. 在实验室联合测试.
- 数字模拟方法. 数字模拟方法.
- 考虑关节的结构特征.
主要成果:
- 变形过程涉及四个阶段:隙间关闭,弹性增长,剪切强化和产量失败.
- 随着钢环厚度的增加 (每增加3mm增加25-34%),最终切割能力增加.
- 混凝土裂开始于插座接头的顶部,损伤影响到~40%的管道部分.
结论:
- 失效模式包括钢环变形 (鼓/形),裂和混凝土粉碎.
- 实用工程的建议包括避免在板上接,在板上局部加强钢环,并增加板/钢筋尺寸以提高承载能力.
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