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Efficient modelling of large deflection behaviour of restrained steel structures with realistic endplate beam/column connections in fire

机译:在火灾中具有逼真的端板梁/柱连接的约束钢结构的大挠度行为的高效建模

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This paper compares the simulation results of three methods of using the commercial finite element package ABAQUS to model the very large deflection behaviour of steel structures with realistic endplate joints in fire. The results of a set of fire tests on restrained steel beam-column assemblies were used to check the accuracy of these different modelling methods. In the first modelling method, the fire exposed structural members, including the connections, were simulated using detailed solid elements to enable detailed behaviour of the structure to be faithfully represented. In the second method, the unexposed segments of the columns were represented by conventional line (beam) elements, the joints were represented using springs (Connector Elements) based on the component based method, and the beam was modelled using solid elements. In the third method, the joints were modelled using springs as in the second method and the beam and columns were simulated using line (beam) elements. As expected, the detailed simulation method was extremely time-consuming, but was able to produce accurate results. The simulation results from the second and third methods contained some inaccuracy, but depending on the simulation objective, their simulation results may be acceptable. In particular, the third simulation method was very efficient, suitable for simulating complete frame structures under very large deflections in fire. This paper will compare results from the three different simulation methods for different parts of the structure, including the fire exposed beam, the connection components and the columns, through different stages of fire exposure, from initial exposure to fire to the development of catenary action in the beam. From these comparisons of simulation results, this paper will recommend appropriate methods of modelling steel framed structures with realistic joints for different design objectives.
机译:本文比较了三种使用商业有限元软件包ABAQUS来模拟具有真实端板接头的钢结构在火灾中的超大挠度行为的三种方法的仿真结果。一组受约束的钢制梁-柱组合件的耐火测试结果被用来检验这些不同建模方法的准确性。在第一种建模方法中,使用详细的实体元素模拟了暴露于火灾的结构构件,包括连接,以忠实地表示结构的详细行为。在第二种方法中,柱子的未暴露段由常规线(梁)元素表示,接点由基于基于构件的方法的弹簧(连接器元素)表示,而梁由实体元素建模。在第三种方法中,与第二种方法一样,使用弹簧对节点进行建模,并使用线(梁)单元模拟梁和柱。不出所料,详细的模拟方法非常耗时,但能够产生准确的结果。第二种方法和第三种方法的模拟结果都存在一些误差,但是根据模拟目标,它们的模拟结果可能是可以接受的。特别是,第三种模拟方法非常有效,适用于模拟火灾中较大挠度下的完整框架结构。本文将比较三种不同的模拟方法对结构的不同部位的结果,包括暴露于火灾中的梁,连接构件和柱子,经历火灾的不同阶段,从最初暴露于火到悬链线的发展。光束。从这些模拟结果的比较中,本文将针对不同的设计目标,建议采用具有逼真的接缝的钢框架结构建模的适当方法。

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