对埋藏PE管道暴露于堆叠负载的应力和变形行为的数值研究
Pengcheng Li1, Dong Lin1, Ming Wen1
1Institute of Safety, Environment Protection and Technical Supervision, PetroChina Southwest Oil & Gas Field Company, Chengdu, China.
PloS one
|September 26, 2025
概括
埋藏的聚乙烯 (PE) 管道上的堆叠负载会导致中心的最大变形,随着负载增加而增加,但随着埋藏深度而减少. 压力也集中在负载上.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
- 能源基础设施 能源基础设施
背景情况:
- 聚乙烯 (PE) 管道对于能源运输至关重要.
- 埋藏管道上的堆叠负载对其结构完整性产生重大影响.
- 了解在负载下管道与土壤的相互作用对于运营安全至关重要.
研究的目的:
- 以数值建模和分析埋藏PE管道在堆叠负载下的行为.
- 调查堆叠负载和埋藏深度对管道变形和应力的影响.
- 为优化PE管道设计和安装提供见解.
主要方法:
- 开发和验证管道与土壤相互作用的数值模拟模型.
- 在不同的堆叠负载条件下对变形和应力变化的系统分析.
- 评估埋葬深度对管道响应的影响.
主要成果:
- 管道最大变形发生在中心,与堆叠负载成正比.
- 随着埋葬深度的增加,变形及其缩小速度会降低.
- 峰值应力集中在负载的足迹中心,随负载增加并随管道直径减少.
结论:
- 埋葬深度显著减轻PE管道在堆叠负载下变形和应力.
- 管道设计必须考虑到堆叠负载的数量和埋藏深度,以确保结构完整性.
- 调查结果支持能源基础设施中埋藏PE管道的安全性和寿命提高.
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