为研究不同火灾场景下双肋式波形钢腹板工字钢组合连续梁的耐火性能,本文以一连续双肋钢-混凝土组合梁的火灾试验为背景,采用有限元软件ANSYS建立组合梁的热-力耦合数值模型,分析其受火过程中的温升规律及不同受火区域下的结构变形和破坏模式,并进一步研究荷载比、跨高比和腹板波折角变化对其耐火性能的影响。结果表明:火灾作用下,双肋式波形钢腹板工字钢组合连续梁沿梁高方向的升温速率不一致,形成了显著的温度差;不同受火区域组合梁的结构变形和耐火时间均存在较大差异,受火区域越靠近中支点处,组合梁的耐火时间越短 ...
郑尚敏, 刘伟良
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