Dynamic response test of reinforced concrete slab under blast loading

被引:0
作者
Li Zhizhong [1 ]
Tang Degao [1 ]
Li Weiwei [1 ]
Yan zhifang [2 ]
机构
[1] PLA Univ Sci & Technol, State Key Lab Disaster Prevent & Mitigat Explos, Nanjing 210007, Jiangsu, Peoples R China
[2] Real Estate Adm Bur Airforce, Beijing 100720, Peoples R China
来源
SUSTAINABLE DEVELOPMENT OF URBAN AND RURAL AREAS | 2014年 / 507卷
基金
中国国家自然科学基金;
关键词
blast loading; reinforced concrete slab; dynamic response; experimental research;
D O I
10.4028/www.scientific.net/AMM.507.291
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Reinforced concrete panels were tested explosion for reinforced concrete slab in the dynamic response under blast loading. Dimensions of 1300mmx1300mmx5Omm plates under different reinforcement ratio were designed. Explosion test was carried out for three different batches of reinforcement ratio reinforced concrete slab in the explosion simulator. The load was calculated using empirical formulas. Blast loading time curve was obtained by the explosion test and the correctness of the numerical simulation method was verified. The results indicate that reinforced concrete slab under blast loading is different from static damage destruction. Diagonal cracks appear on plat under the blast loading destroyed. When the peak load is large, a large square cracks plate was appeared in the middle of the plate and accompanied diagonal cracks. When the peak load is small, diagonal cracks develop fully, square cracks were smaller.
引用
收藏
页码:291 / +
页数:2
相关论文
共 3 条
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Cheng Zhaoyuan, 1994, PROTECTION ENG, V1, P1
[2]  
Chinese National Standards, 2005, 5015292 GB CHIN NAT
[3]  
Chinese National Standards, 2005, 500382005 GB CHIN NA