Analytical studies on local damage to reinforced concrete structures under impact loading by discrete element method

被引:157
作者
Sawamoto, Y [1 ]
Tsubota, H [1 ]
Kasai, Y [1 ]
Koshika, N [1 ]
Morikawa, H [1 ]
机构
[1] Kajima Corp, Kaijima Tech Res Inst, Bldg Struct Engn Dept, Tokyo 182, Japan
关键词
D O I
10.1016/S0029-5493(97)00268-9
中图分类号
TL [原子能技术]; O571 [原子核物理学];
学科分类号
0827 [核科学与技术]; 082701 [核能科学与工程];
摘要
This paper proposes a new analytical approach for assessing local damage to reinforced concrete structures subjected to impact load, by applying the discrete element method (DEM). It first outlines the basis concept and analytical formulation of the DEM. Next, it discusses the results of simulation analyses of concrete material tests, uni-axial compression tests and tensile splitting tests conducted to determine appropriate analytical parameters such as material constants, failure criteria and strength increase factors depending on strain rate. Finally, the adaptability of the DEM to local damage to reinforced concrete structures impacted by rigid and deformable missiles is verified through simulation analyses of various types of impact tests. Furthermore, the various impact response characteristics and failure mechanisms, such as impact forces, penetration behavior, reduction in missile velocity and energy transfer process, which an difficult to obtain experimentally, are analytically evaluated by the DEM. (C) 1998 Elsevier Science S.A. All rights reserved.
引用
收藏
页码:157 / 177
页数:21
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