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Research on Ultimate Bearing Capacity of Single-layer Cylinder Latticed Shells Considering the Influence of P-δ Effect

机译:考虑P-δ效应的单层圆柱网壳的极限承载力研究

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The ultimate bearing capacity of the single-layer cylinder latticed shell structure,calculated without considering the single-member instability(P-δ effect),was not consistent to the actual value of ultimate beating capacity in practice.The ultimate bearing capacity of the single-layer cylinder latticed shell structure was studied in detail by proposing a method of multi-element simulation,considering the member instability.The value of the ultimate bearing capacity decreased by 1.2% after considering the member instability taking a single-layer latticed shell structure with a 40m span as example.The analysis results show that the value of ultimate bearing capacity is tiny affected for the single-layer cylinder latticed shell structure with a small span and high rise-span ratio.
机译:单层圆柱格子壳结构的极限承载力在没有考虑单构件不稳定性(P-δ效应)的情况下计算出的值与实际极限冲击能力的实际值不一致。提出了一种多单元模拟方法,考虑了构件的不稳定性,对层筒圆柱网格壳体进行了详细的研究。考虑到构件的不稳定性,采用单层网格壳体的极限承载力值降低了1.2%。以40m跨度为例。分析结果表明,跨度小,跨径比高的单层圆柱格子壳结构对极限承载力的影响很小。

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