TY - JOUR
T1 - Constitutive model, failure mechanism and numerical method for reinforced concrete under intensive impact loading
AU - Ning, Jianguo
AU - Zhou, Fenghua
AU - Wang, Zhihua
AU - Ma, Tianbao
N1 - Publisher Copyright:
© 2016, Science Press. All right reserved.
PY - 2016/4/1
Y1 - 2016/4/1
N2 - Reinforced concrete has been widely used in the field of civil engineering, and the dynamic mechanical behavior of reinforce concrete under intensive dynamic loading is also a very important requirement for national security. However, the characteristics of its heterogeneity, anisotropy and multicomponent bring many difficulties to the study of its dynamic characteristics. Research progress of mechanical behavior of the reinforced concretes under intensive impact loading were reviewed in this paper, including: 1) the dynamical properties and the macrosopic constitutive laws of the reinforced concretes; 2) mechanisms of the penetration of the reinforced concrete structures; 3) numerical simulation method and software of structural mechanical behavior under intensive impact loading. On this basis, the inadequacy of the research which including the dynamic characteristics, penetration mechanism and numerical methods of the reinforced concretes under intensive impact loading were analyzed, and the further in-depth research work need to do in the future was prospected.
AB - Reinforced concrete has been widely used in the field of civil engineering, and the dynamic mechanical behavior of reinforce concrete under intensive dynamic loading is also a very important requirement for national security. However, the characteristics of its heterogeneity, anisotropy and multicomponent bring many difficulties to the study of its dynamic characteristics. Research progress of mechanical behavior of the reinforced concretes under intensive impact loading were reviewed in this paper, including: 1) the dynamical properties and the macrosopic constitutive laws of the reinforced concretes; 2) mechanisms of the penetration of the reinforced concrete structures; 3) numerical simulation method and software of structural mechanical behavior under intensive impact loading. On this basis, the inadequacy of the research which including the dynamic characteristics, penetration mechanism and numerical methods of the reinforced concretes under intensive impact loading were analyzed, and the further in-depth research work need to do in the future was prospected.
KW - Constitutive relation
KW - High speed penetration
KW - Intensive impact loading
KW - Numerical simulation
KW - Reinforced concrete
UR - http://www.scopus.com/inward/record.url?scp=84969570394&partnerID=8YFLogxK
U2 - 10.1360/N092016-00003
DO - 10.1360/N092016-00003
M3 - Article
AN - SCOPUS:84969570394
SN - 1674-7259
VL - 46
SP - 323
EP - 331
JO - Zhongguo Kexue Jishu Kexue/Scientia Sinica Technologica
JF - Zhongguo Kexue Jishu Kexue/Scientia Sinica Technologica
IS - 4
ER -