考虑剪切变形的轴心受压GFRP圆管临界荷载
冯炳,陈勇,崔旭,沈国辉,徐海巍

Critical loads of axially compressed GFRP round tubes considering shear deformations
Bing FENG,Yong CHEN,Xu CUI,Guo-hui SHEN,Hai-wei XU
表 3 稳定折减系数的理论和试验结果
Tab.3 Theoretical and experimental results of buckling reduction factor
试件 l0 /mm Pcr,E /kN Pcr,Eng /kN Pu /kN λn 理论值 试验值 误差/%
Pcr /kN χ Pcr /kN χ
Z-1 1195.5 473.8 347.7 290.0 0.913 208.1 0.717 191.0 0.659 8.9
Z-2 1843.2 199.3 173.0 290.0 1.30 135.8 0.468 140.0 0.483 −3.0
Z-3 2491.0 109.1 100.7 290.0 1.70 86.6 0.299 95.0 0.328 −8.8
Z-4 3138.7 68.7 65.3 290.0 2.11 58.5 0.202 61.0 0.210 −4.2