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
相关论文
共 50 条
  • [31] Modeling crack development in reinforced concrete structures under service loading
    Bolander, JE
    Le, BD
    CONSTRUCTION AND BUILDING MATERIALS, 1999, 13 (1-2) : 23 - 31
  • [32] Analytical studies on local damage to reinforced concrete structures under impact loading by discrete element method
    Sawamoto, Y
    Tsubota, H
    Kasai, Y
    Koshika, N
    Morikawa, H
    NUCLEAR ENGINEERING AND DESIGN, 1998, 179 (02) : 157 - 177
  • [33] Simulation of interfacial fatigue of reinforced concrete under different loading cases
    Shi, ZF
    Zhang, LN
    MODELLING AND SIMULATION IN MATERIALS SCIENCE AND ENGINEERING, 2004, 12 (04) : 561 - 573
  • [34] Numerical simulation of reinforced concrete breakage under internal blast loading
    Wu, Hai-Jun
    Huang, Feng-Lei
    Fu, Yue-Sheng
    Zhang, Qing-Ming
    Ma, Ai-E
    Beijing Ligong Daxue Xuebao/Transaction of Beijing Institute of Technology, 2007, 27 (03): : 200 - 204
  • [35] Numerical simulation of impact response behavior of rectangular reinforced concrete slabs under falling-weight impact loading
    Kishi, Norimitsu
    Kurihashi, Yusuke
    Khasraghy, Sara Ghadimi
    Mikami, Hiroshi
    PERFORMANCE, PROTECTION AND STRENGTHENING OF STRUCTURES UNDER EXTREME LOADING, 2011, 82 : 266 - +
  • [36] Numerical simulation of crack development in reinforced concrete structures subjecting eccentric loading
    Zhang, Juan-Xia
    Tang, Chun-An
    Wang, Shu-Hong
    Li, Lian-Chong
    Zhang, Ya-Fang
    Jianzhu Cailiao Xuebao/Journal of Building Materials, 2006, 9 (01): : 105 - 110
  • [37] Failure analytical model of reinforced concrete slab under impact loading
    Xu, Xiangzhao
    Ma, Tianbao
    Ning, Jianguo
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 223 : 679 - 691
  • [38] Dynamic response and behavior of reinforced concrete slabs under impact loading
    Zineddin, M.
    Krauthammer, T.
    INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2007, 34 (09) : 1517 - 1534
  • [39] Empirical Formulas for Designing Reinforced Concrete Beams under Impact Loading
    Kishi, Norimitsu
    Mikami, Hiroshi
    ACI STRUCTURAL JOURNAL, 2012, 109 (04) : 509 - 519
  • [40] PROPERTIES OF CONCRETE REINFORCED WITH FIBRILLATED POLYPROPYLENE FIBERS UNDER IMPACT LOADING
    MINDESS, S
    VONDRAN, G
    CEMENT AND CONCRETE RESEARCH, 1988, 18 (01) : 109 - 115