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Based on different loading areas of steel structure framework simulation research of fire resistance performance

机译:基于耐火性能钢结构框架模拟研究的不同装载区

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Based on finite element analysis software ANSYS, a company warehouse properties of door type steel frame structure has been studied under the action of fire. Taking the whole structure as research object, the paper used beam element and shell element to simulate the column, prime beam, second beam and concrete slab in the structure respectively. When linking the slab and the beam by beam connection and linking the column and the beam by pin connection at the same time, the influences of the whole structure have been considered based on different areas affected by fire. The results of analysis draw three conclusions. Firstly, large-span and strong constraints beam of structure and column-beam joint are the adverse regions affected by fire. Secondly, the column which bears multiple components is the weak link of steel structure. Finally, it is the temperature gradient in the direction of slab thickness that plays a crucial role in the ability of the overall fire resistance of steel structure.
机译:基于有限元分析软件ANSYS,在火灾作用下研究了门型钢框架结构的公司仓库。将整个结构作为研究对象,纸张使用的梁元件和壳元件分别模拟结构中的柱,主要光束,第二梁和混凝土板。当通过光束连接连接板和光束并通过引脚连接连接柱和光束时,基于受火影影响的不同区域已经考虑了整个结构的影响。分析结果得出了三个结论。首先,大跨度和强制结构的结构和柱梁关节是受火影响的不利区域。其次,带有多个组件的柱是钢结构的弱链路。最后,它是板坯厚度方向的温度梯度,在钢结构的总耐火性的能力中起着至关重要的作用。

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