摘要
有限元方法较高的计算能力为其在实际应用中提供了更多可能,介绍了Eurocode 3标准中公式法和数值模拟LBA-MNA方法。通过真实案例,根据Eurocode 3标准中的公式法对轴向弯矩作用下的塔设备进行稳定性分析,并与LBA-MNA法分析结果进行比较。结果表明,通过延长单筒节来进行多筒节的失稳分析是偏保守的。
The high computational ability of the finite element method provided more possibilities for its practical application. The middle formula method in Eurocode 3 standard and the numerical simulation LBA-MNA method were introduced. Through a real case, the stability of tower equipment under axial bending moment was analyzed according to the formula method in Eurocode 3 standard, and the results were compared with those of LBA-MNA method. The results showed that it was conservative to analyze the instability of multiple cylinder joints by extending single cylinder joints.
引文
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