标准火灾中喷涂保护部分损失对钢梁承载能力的影响

Y. Kang, G. Hadjisophocleous, H. Khoo
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引用次数: 6

摘要

喷淋防火广泛应用于建筑物构件,如横梁的防火保护。由于这种保护涂层在梁的使用寿命期间可能会损坏,因此了解这种损坏对钢梁耐火性能的影响至关重要。通过数值研究,探讨了暴露于ISO 834标准火灾中,受保护钢梁的截面弯矩容量因部分失去喷淋防火而降低的问题。本研究采用符合CAN/ CSA-G40.20 / G40.21-98规范的热轧工字钢梁。研究结果表明,由于保护部分丧失而导致的截面弯矩承载力的降低很大程度上取决于保护损伤的面积。截面弯矩承载力的降低还受损伤形状、损伤位置、损伤侵彻程度、钢截面自重和深度等因素的影响。
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Effect of Partial loss of Spray-on Protection on the Load Capacity of Steel Beams during a Standard Fire
Spray-on fire protection is widely used in protecting building members, such as beams, against fire. As this protective coating may be damaged during the service life of the beams, it is essential that the effect of this damage on the fire resistance of a steel beam be understood. A numerical study has been conducted to investigate the reduction in the cross-section moment capacity of protected steel beams exposed to the ISO 834 standard fire due to partial loss of spray-on fire protection. Hot-rolled I-shape steel beams according to CAN/CSA—G40.20/ G40.21-98 specifications are used in this study. Results of the study indicate that the reduction of cross-section moment capacity due to the partial loss of protection strongly depends on the area of the protection damage. The reduction of cross-section moment capacity is also affected by several other factors, such as damage shape, damage location, damage penetration, and the weight and depth of the steel section.
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来源期刊
Journal of Fire Protection Engineering
Journal of Fire Protection Engineering 工程技术-材料科学:综合
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审稿时长
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期刊最新文献
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