摘要
在对植筋的工作机理及力学性能分析的基础上,根据有限元数值模拟结果,分析了不同植筋长度和不同孔径时的有限元计算结果,得出了相关结论,以期为混凝土结构加固改造工程设计和施工积累经验。
On the basis of analysis of work mechanism and mechanical properties,according to the result of finite element value simulate,the thesis analyzed finite calculation results under different lengths of anchorages and apertures.The related conclusion was worked out,which was expected to accumulate experience for project designs and constructions of reinforcement and reformation in concrete structures.
出处
《山西建筑》
2010年第17期59-60,共2页
Shanxi Architecture
关键词
植筋
植筋长度
极限承载力
anchorage
the length of anchorage
limited bearing capacity
