外包钢钢筋混凝土偏压柱承载力试验研究  

Research on loading capacity test of steel-encased reinforced concrete eccentric compression column

作　　者：郁俊超[1] 

机构地区：[1]南京化工职业技术学院,江苏南京210048

出　　处：《山西建筑》2012年第16期41-42,共2页Shanxi Architecture

摘　　要：通过对三种不同配筋的外包钢钢筋混凝土正四棱柱受压破坏的试验对比分析,发现外包钢钢筋混凝土正四棱柱与未加外包钢钢筋混凝土柱在破坏时有着很大的差别,说明加固后的钢筋混凝土构件承载力得到显著提高。According to the comparison and analysis of the tests on fails in compression of the quadrangular prism of three kinds of steel-encased reinforced concrete with different reinforcements,the study finds the huge differences between the steel-encased reinforced concrete quadrangular prism and the one without steel-encased reinforced concrete column when they are compressed,and indicates the loading capacity of the reinforced concrete components is improved after the consolidation.

关 键 词：钢筋混凝土四棱柱 荷载作用 传感器 外包钢 

分 类 号：TU317.3[建筑科学—结构工程]