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1)  axially compressed bar
轴心受压杆
2)  Round steel tube member
圆钢管轴心受压杆件
3)  axial compression
轴心受压
1.
Force analysis and calculation method of composite columns with core high-strength concrete filled steel tube under axial compression;
核心高强钢管混凝土柱轴心受压的机理及计算
2.
Research into reinforced concrete column with axial compression strengthened by carbon fiber clothes;
碳纤维布加固轴心受压钢筋混凝土圆柱的研究
3.
Introduction to the Japan CFST design method for axial compression members;
日本钢管砼轴心受压构件设计方法介绍
4)  axis pressure bar
轴心压杆
1.
Method for calculating Stability of solid axis pressure bar used on derricks;
井架实腹式轴心压杆稳定性计算新方法
5)  eccentric compression bar
偏心受压杆
1.
As a geometric nonlinearity analysis example in non-perfect system,this paper applies the analytical method to solve moment magnification factor of the eccentric compression bar,and uses structure instability judgement criterion of analytical method for the stability analysis.
作为非完善体系几何非线性分析的例子,本文应用解析法求解了偏心受压杆的弯矩增大系数,并用解析方法的结构失稳判断准则,进行了稳定性分析。
6)  axial compression column
轴心受压柱
1.
By use of the experimental results of 6 full-scale reinforced concrete axial compression column under elevated temperature on their three surfaces,this paper analyzed the temperature field,experiment appearance and the regularity of deformation under fire,and residual bearing capacity after fire.
通过对6根足尺钢筋混凝土柱在三面受火下的试验,总结了轴心受压柱在高温下的温度场分布、试验现象、变形规律和高温后的剩余承载力。
2.
In the nonlinear analysis of the axial compression column with plain stirrups,since the stress-strain curve of concrete has the drop section,concrete and steel can not reach the top stress at the same time,and the ultimate capacity of the column isn t the superposition of the two materials.
对普通箍筋轴心受压柱进行非线性分析时,由于混凝土的应力-应变曲线有下降段,当混凝土先达峰值应力后进入下降段,而钢筋尚未屈服,钢筋和混凝土不能同时达到各自的极限承载力,柱的承载力不能由两种材料的承载力简单叠加。
3.
The simulated experiment is done with high-strength concrete(HSC) axial compression column at high temperature.
应用大型有限元分析软件ANSYS对高温作用下的高强混凝土轴心受压柱(C60)进行了仿真模拟,研究了轴压柱在不均匀温度场下的温度分布,并采用先升温后加载的顺序单向耦合法,对轴压柱的高温力学性能进行了理论分析,给出了柱荷载-挠度全过程曲线,通过与试验结果的对比表明,采用本文方法进行高强混凝土柱抗火性能的分析是可行的。
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