FGM型冷土壁的机械行为:理论和数值分析
Qinglong Wang1, Han Wang2, Junyuan Zhang2
1Yunnan Laman Expressway Co., Ltd. Xishuangbanna 666300, China.
Mathematical biosciences and engineering : MBE
|November 3, 2023
概括
结冰的土壤墙壁在连接通道中提供了有效的临时支持. 增加层层削弱了墙壁,同时优化结管道位置和通道形状提高了稳定性并减少了压力.
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.
- 结的地面工程学
背景情况:
- 在地下建筑中,临时支结构至关重要.
- 结冰的土壤墙被用于挖掘稳定性.
- 了解应力和位移是结构完整性的关键.
研究的目的:
- 分析结冰土壤壁的边界移位和应力.
- 为了研究材料分层,冷管道放置和通道形状的影响.
- 为了评估功能分级材料 (FGM) 的有效性,冷土壤墙壁.
主要方法:
- 使用了层层模型的基础.
- 用复杂变量函数方法进行计算.
- 分析了一个实际的工程案例研究.
主要成果:
- 冰的土壤壁表现出良好的临时支能力.
- 增加FGM墙壁的分层降低了材料的强度,增加了内部边界的移位和应力.
- 将冷管向内部边界移动会改变拉伸区域,并减少内部边界应力和位移.
- 通道的截面形状显著影响内部边界应力和位移均性.
结论:
- 冷的土壤墙是有效的临时支.
- FGM层数,冷管位置和通道形状是关键的设计参数.
- 优化这些参数可以提高冷土壤墙壁中应力和位移的稳定性和均性.
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