摘要
依据量纲理论 ,建立了混凝土中侵彻弹体过载特征的工程计算模型 ,对试验结果进行回归分析拟合出工程计算模型的具体公式 。
In this paper,the background,purpose and state of the art in the subject field are introduced.According to dimension theory,a computational model for the overload characteristics of projectile penetrating concrete is established.Large amount of rescarch results are regressively analyzed to abtain the computational formula. The credibility of the formula is tested and verified by vary measured overload characteristics.
出处
《土木工程学报》
EI
CSCD
北大核心
2005年第1期110-116,共7页
China Civil Engineering Journal
关键词
侵彻
混凝土
过载特性
试验研究
penetration
overload
concrete
experimental study
theoretical study
