Multi-platform simulation of reinforced concrete structures under impact loading

被引:55
|
作者
Fan, Wei [1 ,3 ]
Zhong, Zhengwu [1 ]
Huang, Xu [2 ]
Sun, Wenbiao [1 ]
Mao, Wei [1 ]
机构
[1] Hunan Univ, Coll Civil Engn, Key Lab Wind & Bridge Engn Hunan Prov, Changsha 410082, Peoples R China
[2] Univ Toronto, Dept Civil & Mineral Engn, Toronto, ON, Canada
[3] Hunan Univ, Minist Educ, Key Lab Bldg Safety & Energy Efficiency, Changsha 410082, Peoples R China
关键词
Multi-platform simulation; Reinforced concrete bridges; Impact loading; Shear failure; Head-on collisions; COMPRESSION-FIELD-THEORY; BRIDGE COLUMNS; SHEAR-STRENGTH; RC; BEHAVIOR; BEAMS; SENSITIVITY; UHPFRC; MODEL; SLABS;
D O I
10.1016/j.engstruct.2022.114523
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study presents a multi-platform simulation method for performance assessment of reinforced concrete (RC) structures subjected to impact loading. The method is demonstrated through the integration of two finite element analysis packages, LS-DYNA and VecTor2, to take advantage of the explicit integration scheme and various contact types in LS-DYNA for impact analysis and the Modified Compression Field Theory (MCFT) in VecTor2 for reliable modelling of concrete structures, especially for shear-related failure. The communication between the two programs is enabled through a standardized communication protocol which allows data exchange during the simulation in a seamless manner. When applying this method to vehicle/ship collision analysis, one major challenge is the modelling of the impact interface between the three-dimensional LS-DYNA model and the two-dimensional VecTor2 model. Therefore, a coupling method for models with different dimensions is proposed and also justified through a few verification examples. The method is also applied to a vehicle-bridge head-on collision problem and it is found that the conventional modelling method based on a single LS-DYNA model could overestimate the crashworthiness of the RC structures.
引用
收藏
页数:15
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