摘要
通过对 8根不同加固灌浆情况的外包钢柱轴心加载 ,分析了灌浆与不灌浆构件以及灌复合灌浆料与灌环氧树脂构件在破坏特征、协同工作、耗能上的差异 ,提出了灌浆柱与不灌浆柱的正截面承载力计算公式 .
Eight columns encased in steel hoops were experimented with axial load.Based on that result the differences in failure characteristic,coordination and energy consumption of grouted in,non grouted, grouted composite material and grouted epoxy resin columns are analyzed. Therefore the bearing capacity calculating formulas on the normal section for grouted in and non grouted columns are put forward.
出处
《西北建筑工程学院学报（自然科学版）》
2000年第2期26-30,共5页
Journal of Northwestern Institute of Architectural Engineering
关键词
外包钢轴压柱
钢-钢筋混凝土
承载力
试验
axially loaded columns encased in steel hoops
energy consumption
bearing capactiy
