王明贵, 黄义. 双向密肋壳体结构风稳定性研究[J]. 工程力学, 2000, 17(4): 44-49.
引用本文: 王明贵, 黄义. 双向密肋壳体结构风稳定性研究[J]. 工程力学, 2000, 17(4): 44-49.
WANG Ming-gui, HUANG Yi. STABILITY OF RIB-REINORCED CYLINDRICAL SHELLS UNDER WIND LOAD[J]. Engineering Mechanics, 2000, 17(4): 44-49.
Citation: WANG Ming-gui, HUANG Yi. STABILITY OF RIB-REINORCED CYLINDRICAL SHELLS UNDER WIND LOAD[J]. Engineering Mechanics, 2000, 17(4): 44-49.

双向密肋壳体结构风稳定性研究

STABILITY OF RIB-REINORCED CYLINDRICAL SHELLS UNDER WIND LOAD

  • 摘要: 风荷载沿壳体表面的作用是非均匀变化的,因此,关于这类壳体的稳定性研究是比较复杂的。本文根据Trefftz准则计算了加肋圆柱壳体在风荷载下的稳定,并考虑了肋偏心的影响。根据计算结果,有以下结论: (1)不加肋的壳体承载力最低。 (2)环向加肋比纵向加肋的承载力高。 (3)环向和纵向都加肋的承载力最高,而且以外侧加肋效果最好,内侧加肋效果次之。

     

    Abstract: The nonuniformness of wind load on the surface of shells compilcates the stability study of shells. With the aid of the Trefftz criterions the stability analysis for stiffener-reinforced cylindrical Shells under wind load is conducted. The effects of the stiffener eccentricity is also studied. It is observed that smooth shells is the most vulnerable, and the load-bearing ability of shells with circunferential ribs is better than that of shells with longtudinal stiffeners and the best load-bearing ability is acquired when shells are reinforced with both circumferential ribs and longitudinal stiffeners. It is also found that the load-bearing ability is in descending sequence for shells with outer ribs, shells with inner ribs and shells with central ribs on the shell skin

     

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