Struts of monosymmetric section built with angles and cut-Ts need to be checked on flexural-torsional buckling.
单轴对称的角钢、T型钢压杆有必要做弯扭屈曲验算。
2
The overall stability tests of monosymmetric I-shaped overhanging beams and two-span continuous beams are simulated by finite element program ANSYS.
利用ANSYS有限元程序对单轴对称工字形单伸臂梁和双跨连续梁整体稳定试验进行了有限元模拟。
3
The flexural buckling and flexural-torsional buckling modes of a monosymmetric section column are presented and the equivalent slenderness ratio for flexural-torsional buckling is derived.