在循环负载试验下研究新型支盘型的承载特性
Fuguang Gu1, Jun Wang2, Hong Chang2
1School of Geomatics and Prospecting Engineering, Jilin Jianzhu University, Changchun, 130118, China. 1872249351@qq.com.
Scientific reports
|January 3, 2025
概括
这项研究引入了一种改进的盘式,性能优于传统. 这项研究开发了承载能力的预测模型,这对于地质工程应用至关重要.
科学领域:
- 地质技术工程 地质技术工程
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
背景情况:
- 传统的盘式 anchors 面临过早的剪切损伤,限制了它们的应用.
- 与传统设计相比,扩展的车身提供了优越的承载性能.
- 在基础设施项目中,对增强点设计的需求至关重要.
研究的目的:
- 为了研究一种新型支盘型的承载性能.
- 开发和验证的承载能力的预测模型.
- 确定影响 performance 的关键设计参数.
主要方法:
- 循环负荷测试是在不同圆盘直径,厚度和断面尺寸的上进行的.
- 使用非线性拟合来导出用于承载能力预测的功能模型.
- 衍生模型与实验测量数据进行了验证.
主要成果:
- 支盘直径和断段长度显著影响拉出承载能力.
- 增加系部分直径或缩短其长度可能会降低拉出能力.
- 贝勒哈德克函数模型准确地描述了的负载位移 (Q-s) 曲线,显示了五个不同的阶段.
结论:
- 改进的磁盘型杆显示了增强的承载能力.
- 开发的功能模型为预测承载能力提供了一个实用的工具.
- 了解几何参数的影响对于优化设计和性能至关重要.
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