周 清1,齐 麟2
附加交叉斜筋与环形钢筋对RC板抗爆性能的影响
The Influence of Additional Cross Reinforcement and Circular Reinforcement on the Anti-explosion Performance of RC Slabs
2019年第5期
附加交叉斜筋;附加环形钢筋;RC单向板;RC双向板;抗爆性能;试验对比
Additional crossing reinforced; Additional circular reinforced; RC one-way slab; RC two-way slab; Anti-explosion performance; E
2019年第5期
10.19761/j.1000-4637.2019.05.064.05
国家自然科学基金项目(51508557);山东省住房城乡建设科技计划项目(2017-K4-007、2018-K5-001)。
周 清1,齐 麟2
1.滨州市规划设计研究院,256600;2.中国民航大学机场学院,天津 300300
周清,齐麟.附加交叉斜筋与环形钢筋对RC板抗爆性能的影响[J].混凝土与水泥制品,2019(5):64-68.
ZHOU Q,QI L.The Influence of Additional Cross Reinforcement and Circular Reinforcement on the Anti-explosion Performance of RC Slabs[J].China Concrete and Cement Products,2019(5):64-68.
浏览量:
1000
附加交叉斜筋与环形钢筋对RC板抗爆性能的影响
英文名 :
The Influence of Additional Cross Reinforcement and Circular Reinforcement on the Anti-explosion Performance of RC Slabs
刊期 :
2019年第5期
关键词 :
附加交叉斜筋;附加环形钢筋;RC单向板;RC双向板;抗爆性能;试验对比
Key words :
Additional crossing reinforced; Additional circular reinforced; RC one-way slab; RC two-way slab; Anti-explosion performance; E
刊期 :
2019年第5期
DOI :
10.19761/j.1000-4637.2019.05.064.05
文章编号 :
基金项目 :
国家自然科学基金项目(51508557);山东省住房城乡建设科技计划项目(2017-K4-007、2018-K5-001)。
作者 :
周 清1,齐 麟2
单位 :
1.滨州市规划设计研究院,256600;2.中国民航大学机场学院,天津 300300
周 清1,齐 麟2
周清,齐麟.附加交叉斜筋与环形钢筋对RC板抗爆性能的影响[J].混凝土与水泥制品,2019(5):64-68.
ZHOU Q,QI L.The Influence of Additional Cross Reinforcement and Circular Reinforcement on the Anti-explosion Performance of RC Slabs[J].China Concrete and Cement Products,2019(5):64-68.
摘要
参数
结论
参考文献
引用本文
摘 要:为了研究附加交叉斜筋与环形钢筋对钢筋混凝土板(RC板)抗爆性能的影响,采用LS-DYNA软件对爆炸荷载作用下RC板进行了数值分析。选取典型的RC板抗爆试验文献作为参考依据验证了数值分析方法的正确性,并研究了爆炸荷载作用下,附加交叉斜筋与环形钢筋的RC单向板与RC双向板的动力响应与破坏形态。结果表明,选择合理的材料模型,数值分析结果可以精确地与试验结果相吻合。附加交叉斜筋与环形钢筋的单向RC板与双向RC板可以有效减小板中心最大位移与最大加速度,更加充分发挥受力钢筋的作用,降低板的破坏程度。附加交叉斜筋与环形钢筋均可提高RC板的抗爆性能,且提高程度大致相等。
Abstract: In order to study the influence of anti-explosion performance for RC slab with additional cross reinforced and circular reinforced, numerical analysis was carried out for RC slab under blast load using LS-DYNA. The typical experimental literature of RC slab was selected as the reference basis to verify the correctness of numerical analysis method. The dynamic response and failure pattern of RC one-way slab and RC two-way slab with additional cross reinforced and circular reinforced under blast load was studied. The results show that numerical analysis can be exactly in accordance with the experimental results for using reasonable material models. Both one-way slab and two-way slab with additional cross reinforced and circular reinforced can reduce the central max-displacement and max-acceleration effectively, give full play to the role of reinforcement, and decrease the damage of those RC slabs. Both additional cross reinforced and circular reinforced can improve the anti-explosion performance of RC slab and the improvement is roughly equal.
关键词:
附加交叉斜筋;附加环形钢筋;RC单向板;RC双向板;抗爆性能;试验对比
扫二维码用手机看
版权所有:中国混凝土与水泥制品网 苏ICP备10086386号 网站建设:中企动力 苏州