Improvement of fire door design using experimental and numerical modelling investigations

IF 0.9 Q4 CONSTRUCTION & BUILDING TECHNOLOGY
M. Khalifa, M. Aziz, M. Hamza, Saber Abdo, O. Gaheen
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Abstract

PurposeFire door should withstand a high temperature without deforming. In the current paper, the challenges of improving the behaviour of the conventional fire door were described using various internal stiffeners in pair swinging-type fire door.Design/methodology/approachThe temperature distribution on the outside door surface was measured with distributed eight thermocouples. Subsequently the internal side was cooled with pressurized water hose jet stream of 4 bar. The transient simulation for the thermal and structure analysis was conducted using finite element modelling (FEM) with ANSYS 19. The selected cross sections during numerical simulation were double S, double C and hat omega stiffeners applied to 2.2 m and 3 m door length.FindingsDuring the FEM analysis, the maximum deformations were 7.2028, 5.4299, 5.023 cm for double S, double C and hat omega stiffeners for 2.2 m door length and 6.57, 4.26, 2.1094 cm for double S, double C and hat omega stiffeners for 3 m door length. Finally, hat omega gives more than three times reduction in the deformation of door compared to double S stiffeners which provided a reference data to the manufacturers.Research limitations/implicationsThe research limitation included the limited number of fire door tests due to the high cost of single test, and the research implication was to achieve an optimal study in fire door design.Practical implicationsAchieving the optimum design for the internal door stiffeners where the hat omega stiffener gives minimum door deformation compared to the other stiffeners was considered the practical implication. The work included two experimental fire door tests according to the standard fire test (ANSI/UL 10C – Positive Pressure of Fire Tests of Door Assemblies) for a door of 2.2 m length with double S stiffeners and a door of 3 m length with hat omega stiffeners, which achieved minimum deformation.Originality/valueThe behavior and mechanical response of door leaf were improved through using internal hat omega stiffeners under fire testing. This study was achieved using FEM in ANSYS 19 for six cases of different lengths and stiffeners for fire doors. The simulation model showed a very close agreement with the experimental results with an error of 0.651% for double S and 1.888% for hat omega.
利用实验和数值模型研究改进防火门设计
目的防火门应能承受高温而不变形。在本文中,描述了在成对摆动型防火门中使用各种内部加强筋来改善传统防火门性能的挑战。设计/方法/方法用分布的八个热电偶测量门外表面的温度分布。随后用4巴的加压水软管射流冷却内侧。热分析和结构分析的瞬态模拟是使用ANSYS 19的有限元建模(FEM)进行的。数值模拟过程中选择的横截面是应用于2.2m和3m门长度的双S、双C和hatω加劲肋。发现在有限元分析过程中,对于2.2m门长度的双S、双C和帽形Ω加劲肋,最大变形分别为7.2028、5.4299和5.023cm;对于3m门长度的双S、双C和帽形ω加劲肋,其最大变形分别是6.57、4.26和2.1094cm。最后,与双S加劲肋相比,hat omega使门的变形减少了三倍多,这为制造商提供了参考数据。研究局限性/含义研究局限性包括由于单个测试的高成本而导致的防火门测试数量有限,研究含义是在防火门设计中实现优化研究。实际意义实现内部门加强筋的最佳设计,其中hatΩ加强筋与其他加强筋相比使门变形最小,被认为是实际意义。这项工作包括根据标准防火试验(ANSI/UL 10C——门组件的正压防火试验)对长度为2.2m的带有双S加强筋的门和长度为3m的带有帽形ω加强筋的车门进行的两次防火门试验,这两次试验实现了最小变形。独创性/价值在火灾试验中,通过使用内帽ω型加强筋,改善了门扇的性能和力学响应。这项研究是在ANSYS19中使用有限元法对六种不同长度和加强筋的防火门进行的。模拟模型与实验结果非常吻合,双S的误差为0.651%,帽子ω的误差为1.888%。
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来源期刊
Journal of Structural Fire Engineering
Journal of Structural Fire Engineering CONSTRUCTION & BUILDING TECHNOLOGY-
CiteScore
2.20
自引率
10.00%
发文量
28
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