预应力锚索地梁荷载传递规律的弹性理论分析  

Elasticity analysis on Law of the prestressed anchor rope beam's load transfer

作　　者：高鹏[1] 胡毅夫[1] 范伟[1] 

机构地区：[1]中南大学资源与安全工程学院

出　　处：《山西建筑》2007年第11期121-123,共3页Shanxi Architecture

摘　　要：运用弹性理论分析方法,对地梁荷载在被加固岩土体中的传递规律进行了分析求解,模拟求出附加应力沿深度方向的分布曲线,并通过与现场试验结果对比,得出被加固岩土体中附加应力分布的合理结论。In this paper, the law of the prestressed anchor rope beam＇ s transfer is analyzed by elasticity theory, and the distribution curve of the extra stress is simulated. A reasonable conclusion is given by comparing the results of the simulation with that of the field test.

关 键 词：预应力锚索地梁 弹性理论 附加应力分布 

分 类 号：TU470.1[建筑科学—结构工程]