Simplified numerical model for the collapse analysis of RC frame under oblique impact

被引:1
作者
Zhou, Yujing [1 ]
Cheng, Xiaowei [1 ]
Li, Yi [1 ]
Liu, Fangfang [1 ]
机构
[1] Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing, Peoples R China
基金
中国国家自然科学基金;
关键词
Concrete structures; finite-element methods; progressive collapse; simplified numerical simulation method; vehicle impact failure; REINFORCED-CONCRETE BEAM; STEEL COLUMNS; BEHAVIOR; SIMULATION; RESPONSES; VELOCITY; DESIGN; WALLS;
D O I
10.1680/jmacr.23.00046
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The objective of this study is to develop a simplified numerical model that can be used to accurately and quickly conduct collapse analysis of a reinforced concrete (RC) frame impacted by a vehicle obliquely at 45 degrees. The simplified numerical model included introduces a simplified RC frame and a simplified vehicle. For the simplified RC frame, a mixed modelling technique was used, in which structural components that experienced serious damage were simulated using detailed elements, while the retained structural components were simulated by larger elements. A constraint algorithm of nodal rigid body in LS-DYNA was adopted to guarantee the displacement compatibility of two kinds of element. For the simplified vehicle model, the spring-mass system was improved on the basis of the energy conservation principle to represent the vehicle in a 45 degrees impact. Combining the simplified RC frame model and vehicle model, the impact response of an RC frame subjected to vehicle impact was studied and compared with the results of a detailed RC frame model impacted by a detailed vehicle. The validation confirmed that these introduced simplifications could significantly improve the computational efficiency and ensure the computational accuracy for the collapse analysis of an RC frame subjected to vehicle impact.
引用
收藏
页码:159 / 175
页数:17
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