Discrete element modelling of concrete structures under hard impact by ogive-nose steel projectiles

被引:12
作者
Antoniou, Andria [1 ]
Daudeville, Laurent [1 ]
Marin, Philippe [1 ]
Omar, Ahmad [1 ,2 ]
Potapov, Serguei [3 ]
机构
[1] Univ Grenoble Alpes, CNRS, Grenoble INP, 3SR, F-38000 Grenoble, France
[2] AZM Univ, Tripoli, Libya
[3] CNRS, CEA, ENSTA, IMSIA,EDF,UMR 9219, F-91762 Palaiseau, France
关键词
HIGH-STRAIN RATES; COMPRESSIVE STRENGTH ENHANCEMENT; PRESSURE BAR TEST; GRANULAR-MATERIALS; BEHAVIOR; DAMAGE; PENETRATION; PREDICTION;
D O I
10.1140/epjst/e2018-00059-y
中图分类号
O4 [物理学];
学科分类号
0702 ;
摘要
Concrete structures are widely used as shielding barriers to protect sensitive infrastructures. Accidental conditions such as aircraft impacts on nuclear containments lead to a designing demand under extreme loadings. A discrete element method (DEM) model is presented, able to predict damage of concrete structures under severe impacts. The original developments of Cundall and Strack for granular materials were extended in the proposed DEM model for cohesive materials such as concrete by introducing cohesive interactions in addition to contact ones. Spring-like interactions between discrete elements are based on phenomenological models inspired by observations at the macroscopic scale. Constitutive parameters are calibrated thanks to simulations of experiments performed under different states of loading (unconfined quasi-static tests, high confined compression, high strain rates). The DEM approach is validated with the simulation of three hard impact tests where numerical and experimental results are discussed. CEA Gramat performed the experiments on plain concrete targets with a passive confinement given by a steel jacket surrounding the cylindrical specimen and submitted to the impact of ogive-nosed steel projectiles.
引用
收藏
页码:143 / 154
页数:12
相关论文
共 31 条
[1]  
[Anonymous], THESIS
[2]   Numerical study of a concrete target under the penetration of rigid projectile using an elastoplastic damage model [J].
Bian, Hanbing ;
Jia, Yun ;
Shao, Jianfu ;
Pontiroli, Christophe .
ENGINEERING STRUCTURES, 2016, 111 :525-537
[3]   COMPRESSIVE BEHAVIOR OF CONCRETE AT HIGH-STRAIN RATES [J].
BISCHOFF, PH ;
PERRY, SH .
MATERIALS AND STRUCTURES, 1991, 24 (144) :425-450
[4]   COMPARISON OF UNIAXIAL DEFORMATION IN SHOCK AND STATIC LOADING OF 3 ROCKS [J].
BRACE, WF ;
JONES, AH .
JOURNAL OF GEOPHYSICAL RESEARCH, 1971, 76 (20) :4913-+
[5]  
CAMBOU B, 1995, EUR J MECH A-SOLID, V14, P255
[7]   DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES [J].
CUNDALL, PA ;
STRACK, ODL .
GEOTECHNIQUE, 1979, 29 (01) :47-65
[8]   Strain-rate effects on concrete behavior [J].
Cusatis, Gianluca .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2011, 38 (04) :162-170
[9]   Concrete structures under impact [J].
Daudeville, Laurent ;
Malecot, Yann .
EUROPEAN JOURNAL OF ENVIRONMENTAL AND CIVIL ENGINEERING, 2011, 15 :101-140
[10]   Numerical study of compressive behavior of concrete at high strain rates [J].
Donzé, FV ;
Magnier, SA ;
Daudeville, L ;
Mariotti, C ;
Davenne, L .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1999, 125 (10) :1154-1163