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Constitutive modelling of concrete material subjected to low-velocity projectile impact:insights into damage mechanism and target resistance

作     者:Shen LIU Xieping HUANG Xiangzhen KONG Qin FANG Shen LIU;Xieping HUANG;Xiangzhen KONG;Qin FANG

作者机构:Center for Hypergravity Experiment and Interdisciplinary ResearchZhejiang UniversityHangzhou310058China Institute of Geotechnical EngineeringZhejiang UniversityHangzhou310058China State Key Laboratory of Disaster Prevention&Mitigation of Explosion&ImpactArmy Engineering University of PLANanjing210007China 

出 版 物:《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 (浙江大学学报(英文版)A辑(应用物理与工程))

年 卷 期:2024年第25卷第2期

页      面:161-182页

核心收录:

学科分类:08[工学] 081304[工学-建筑技术科学] 0805[工学-材料科学与工程(可授工学、理学学位)] 080502[工学-材料学] 0813[工学-建筑学] 0702[理学-物理学] 

基  金:This work is supported by the Basic Science Center Program for Multiphase Evolution in Hypergravity of the National Natural Science Foundation of China(No.51988101) the Postdoctoral Fellowship Program of China Postdoctoral Science Foundation(No.GZC20232338) 

主  题:Penetration Perforation Damage mechanism Target resistance Projectile impact Pore collapse 

摘      要:This paper presents a numerical study to improve the understanding of the complex subject of penetration and perforation of concrete targets impacted by low-velocity *** main focus is on the damage mechanisms and the major factors that account for the target resistance of the *** improved continuous surface cap model recently proposed was *** model was first equipped with element erosion criteria and was adequately validated by comparisons with ballistic *** numerical simulations were carried out where the individual influence of tensile,shear,and volumetric behaviors(pore collapse)of a concrete target on its ballistic performance was *** demonstrated that cratering on the front face and scabbing on the rear face of the concrete target were mainly dominated by its tensile *** major target resistance came from the second tunneling stage which was primarily governed by the shear and volumetric behaviors of the ***,this study captured the pore collapse-induced damage phenomenon during the high-pressure tunneling stage,which has been extensively reported in experiments but has usually been neglected in previous numerical investigations.

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