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Finite Element Analysis of Structural Safety of a Steel TV Tower

机译:钢电视塔结构安全的有限元分析

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The steel trass TV tower structure, the height is 183.1 m, which is built in 1970, was coiroded obviously. In order to ensure its structural safety, completely detection and security analysis have been implement. The tower is located in the top of the ridge, and hilly terrain effect was included in the whole structure analysis. Finite element analysis of bar elements was done to inspect whole structure safety. The results show, most of the members were safe, but with the height of 120 m, stress ratio of columns and diagonal braces is large than 1, and can't meet the requirement of current codes. Additional solid finite element analysis of joint zone shows that, stress in very local area of connection plates reached to the yield stress, but they were safe enough after plastic stress redistribution. According to the results of corrosion depth test, the finite element analysis of structure after corrosion is done. After corrosion, the bearing capacity of columns almost reaches the limitation. The increase of any load or corrosion depth may lead to the failure of columns.
机译:钢丝电视塔结构,高度为183.1米,建于1970年,明显共十举。为了确保其结构安全,完全检测和安全分析已经实施。塔楼位于山脊顶部,丘陵地形效果包括在整个结构分析中。杆元件有限元分析是为了检查整个结构安全性。结果表明,大多数成员都是安全的,但高度为120米,柱子和对角线括号的应力比大于1,不能满足当前代码的要求。联合区的额外固体有限元分析表明,在屈服应力的连接板中非常局域应力,但在塑性应力再分布后它们足够安全。根据腐蚀深度试验的结果,完成腐蚀后的结构的有限元分析。腐蚀后,柱的承载力几乎达到了限制。任何载荷或腐蚀深度的增加可能导致柱的失败。

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