双向钢筋混凝土板在联合水平和垂直负荷下发生火灾时的机械反应
Xing Feng1,2, Yingting Wang1, Xiangheng Zha1
1School of Civil Engineering, Central South University, Changsha 410075, China.
Materials (Basel, Switzerland)
|August 28, 2025
概括
这项研究模拟了钢筋混凝土板在火下,揭示了四个应力阶段和影响耐火性的因素. 较强的边界条件显著提高了高达59%的耐火性.
科学领域:
- 结构工程
- 消防安全工程
- 材料科学
背景情况:
- 现有的分析方法不足以解释钢筋混凝土 (RC) 板在联合火力负荷下的行为.
- 在火灾中对RC板块的边界条件进行比较研究是缺乏的.
研究的目的:
- 在火灾期间研究双向RC板块的裂变和变形反应.
- 将RC板块的耐火性与不同的边界条件进行比较.
主要方法:
- 使用ABAQUS 6.14软件开发和验证固体有限元素模型.
- 模拟的双向RC板具有四个边仅支持 (FSS) 和相邻边仅支持/半固定 (ASSAQF) 的边界条件.
- 对曲,应力变化和整体机械反应进行了机械和参数分析.
主要成果:
- 确定了四个应力再分配阶段:弹性,弹性-塑性,塑性和拉力裂纹.
- 确定水平/垂直负荷的增加,长度宽度比和板块厚度的降低会降低耐火性.
- 观察到ASSAQF边界条件延长了反转弧效应阶段,与FSS相比,提高了11-59%的耐火性.
结论:
- 这项研究提供了在联合火力负载和不同边界条件下RC板块行为的详细机制.
- 与FSS相比,ASSAQF边界条件为双向RC板提供了显著的耐火性.
- 这些发现为设计更安全的建筑提供了有价值的见解.
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