摘要
设计了不同偏心率、混凝土强度等级、套箍指标和配骨指标的6根钢骨钢管混凝土短柱试件,详细分析了试件在偏心受压下的破坏过程和破坏特征。试验表明:小偏心钢骨钢管混凝土柱的初始破坏是从近偏心受压侧的钢管受压屈服开始,最终破坏是由于混凝土膨胀引起了钢管局部的屈曲所致。钢骨钢管混凝土柱中的钢骨可以有效的阻止混凝土的剪切斜裂缝,从而提高了钢骨钢管混凝土的延性。在钢管纵向没有达到屈服前,钢骨钢管混凝土柱横截面应变分布呈线性分布,满足平截面假定。上下端铰接的小偏心钢骨钢管混凝土柱的侧向挠度曲线接近于正弦曲线,满足标准柱的假定。随混凝土强度的提高,配骨指标和套箍指标的增加,钢骨钢管混凝土柱的竖向承载力极值均有所提高;但随着偏心距的增加,试件的竖向承载力和延性会显著降低。
Considered strength classes of concrete, ratio of structural steel to concrete, ratio of steel tube to concrete and eccentricity ratio of load, 6 test specimens of steel tubular columns filled with structural and concrete are designed. The damage phenomena of specimens are described in detail and the failure mechanism is analyzed. The results show the initial failure of the specimens are began from the yield of steel tube, the ultimate failure are ended from the buckling of steel tube caused by the expansion of core concrete. Due to the existence of structural steel, the ductility of specimens is superior to steel tubular columns. Before the yield of steel tube, the plane cross-section assumption of specimens can be put into use. The ultimate bearing capacity of specimens is increased with the increase of strength classes of concrete, ratio of structural steel to concrete and ratio of steel tube to concrete. But the ultimate bearing capacity and ductility are decreased with the increase of eccentricity ratio.
出处
《重庆大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2012年第4期52-58,共7页
Journal of Chongqing University
基金
国家科技支撑计划资助项目(2006BAJ01B02-01)
重庆市自然科学基金计划项目(CSTC2011BB0093)
关键词
组合结构
试验设计
偏心加载
力学性能
组合柱
composite structure
design of experiments
eccentric load
mechanical behavior composite column
