摘要
通过6根钢骨高强混凝土柱的承载力试验,分析了长细比对柱受力性能的影响,由试验得出钢骨高强混凝土长柱的承载能力随试件长细比的增大而降低,随混凝土强度等级的提高而提高,破坏的突然性随长细比的增大而愈加明显.
By testing the beating capacity of 6 steel reinforced high -strength concrete columns, the influence of different slenderness ratio on behaviors of the columns was analyzed. Results show that the bearing capacity of the long columns reduces with increasing the slenderness ratio and augments along with increasing the concrete strength, while the probability of sudden destruction increases with augmenting the column slenderness ratio.
出处
《内蒙古科技大学学报》
CAS
2007年第4期365-368,共4页
Journal of Inner Mongolia University of Science and Technology
关键词
钢骨高强混凝土柱
长细比
稳定承载力
steel reinforced high-strength concrete
column
slenderness ratio
