摘要
为探讨火灾作用下裸露H型截面钢柱的抗火性能和破坏模式,对2根不同柱端约束的H型截面钢柱在相同荷载水平作用下的抗火性能进行试验研究。采用自行研制的柱炉对试件进行模拟火灾试验,试验升温曲线很好地模拟了火灾燃烧特点,试验中测得了钢柱的变形曲线和温度分布。结果表明:在火灾作用下,裸露钢柱在较高温度下具有较好的抗火能力,增强柱端约束可以提高其抗火性能。
To study the fire-resistant performance and failure mode of H-section steel column exposed to fire,an experimental investigation is carried out on two different restriction steel columns under the same loading level.The specimen temperature is elevated by the column furnace,temperature-time curve is made to simulate the characteristics of fire,and the deformation curves and temperature distribution of steel column are thus detected.The results show that: the column exposed to fire has a good fire resistant capacity and enhanced constraint can significantly improve the fire resistant property of column.
出处
《山东建筑大学学报》
2010年第3期244-246,254,共4页
Journal of Shandong Jianzhu University
基金
国家重点基础研究专项(2001CB409603)
国家自然科学基金项目(50878069)
关键词
钢柱
约束
抗火性能
温度分布
steel column
restriction
fire-resistant performance
temperature distribution