%0 Journal Article
%T BLAST EXPERIMENTS OF THE REINFORCED CONCRETE SLABS SIMPLY-SUPPORTED AT BOTH ENDS<br>钢筋混凝土对边简支板的爆炸试验
%A SUN Wenbin
%A <br>孙文彬
%J 力学与实践
%D 2008
%I 
%X Under blast loads, reinforced concrete slabs are usually weak links in building structural failure, which in turn induces the structural stiffness degradation and results in the structural blast-response upgrading. The reinforced concrete slabs simply supported at both ends were selected as experimental objects, the blast experiments were performed on two same specimens to investigate the dynamic response of the reinforced concrete slab in the elastic range and the failure characteristics in the plastic range. The experimental results provide some effective data and comparisons in the development of experimental study on the reinforced concrete slabs retrofitted with carbon fiber reinforced polymer sheets under blast loadings, and also serve as references for similar researches.
%K reinforced concrete slabs
%K simply-supported at both ends
%K blast experiment<br>钢筋混凝土板
%K 对边简支
%K 爆炸试验
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=6E709DC38FA1D09A4B578DD0906875B5B44D4D294832BB8E&cid=5D344E2AD54D14F8&jid=0BF5C9FB031A532ED0A6D99DC4F6181A&aid=7207A40698DA2C73B93172FF4ADF606F&yid=67289AFF6305E306&vid=340AC2BF8E7AB4FD&iid=E158A972A605785F&sid=9FFCC7AF50CAEBF7&eid=F4A9DF0849F55A34&journal_id=1000-0879&journal_name=力学与实践&referenced_num=1&reference_num=2