Nonlinear visco-hyperelastic tensile constitutive model of spray polyurea within wide strain-rate range

被引:36
作者
Chen, D. [1 ]
Wu, H. [1 ]
Wei, J. S. [2 ]
Xu, S. L. [2 ]
Fang, Q. [3 ]
机构
[1] Tongji Univ, Coll Civil Engn, Dept Disaster Mitigat Struct, Shanghai 200092, Peoples R China
[2] Shanghai Dragon Ind Engn Co Ltd, Shanghai 200122, Peoples R China
[3] PLA Army Engn Univ, Nanjing 210007, Peoples R China
关键词
Spray polyurea; Nonlinear visco-hyperelastic model; Strain-rate effect; Multi-objective optimization; Genetic algorithm; HYPER-VISCOELASTIC MODEL; CONCRETE MASONRY WALLS; RUBBER-LIKE MATERIALS; MECHANICAL-BEHAVIOR; DEFORMATION; TEMPERATURE;
D O I
10.1016/j.ijimpeng.2022.104184
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Spray polyurea (SPUA) is widely used as a protective coating material for structures subjected to the intensive impulsive loadings, attributed to its prominent large tensile deformation capacity and strain -rate hardening effect. This paper aims to study the tensile properties of SPUA within a wide strain -rate range both experimentally and theoretically. Firstly, by reasonably designing the geometry and dimension of specimens, a series of quasi-static and dynamic uniaxial tensile tests were carried out, and the nonlinear stress-strain curves corresponding to the strain -rates ranging from 10(-3) s(-1) to 10(3) s(-1) were obtained. It showed that the mechanical properties of SPUA are sensitive to the strain -rate, i.e., the elastic modulus and tensile stress increase with the rising of the strain -rate, while the fracture strain is linearly negatively correlated with the logarithm of strain -rate. Then, a nonlinear visco-hyperelastic (NVHE) constitutive model composed of a 3rd-order polynomial hyperelastic model and seven Prony series terms describing the viscoelastic properties were established, and the corresponding twenty-three model parameters were calibrated through a multi-objective optimization based on genetic algorithm. Furthermore, based on the finite element program ABAQUS/Explicit, the validations of the proposed NVHE model and the parameters determination approach are verified by the present tensile test and existing drop hammer impact test. This work could provide a helpful reference for the retrofitting design of the protective structures.
引用
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页数:17
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