摘要
对三根采用自密实混凝土(SCC)制作的钢筋混凝土简支梁进行了静载试验,通过理论计算、试验实测数据和有限元软件ANSYS建模计算,对比分析了采用SCC的钢筋混凝土简支梁的受弯性能,得出了SCC的一些力学性能,试验研究表明,SCC与普通混凝土性能相似,构件的受弯性能能很好的符合规范要求。
The paper has the static loading test for the three reinforced concrete simply-supported beams by adopting Self-Compacting Concrete, compares the flexural performance of the simply-supported beam by adopting SCC reinforced concrete according to the theoretical calculation, the test survey data and the model calculation of finite elementary software ANSYS, and concludes some dynamic performance for the Self-Compacting Concrete, and indicates the similarity between the Self-Compacting Concrete and common concrete, and its flexural perfor~ mance can meet the regulation,
出处
《山西建筑》
2010年第26期56-57,共2页
Shanxi Architecture
关键词
自密实混凝土(scc)
承载力
裂缝
挠度
分析
Self-Compacting Concrete, loading capacity, crack, deflection, analysis
