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Upon subjecting concrete to moderate or high uniaxial compressive or tensile stresses, the strain response is non-linear relative to the stress applied. As the stress is removed, the resulting stress-strain curve deviates from the original path traced during loading, creating a hysteresis loop, indicative of the concrete's non-linear and non-elastic properties. Typically, a material's modulus of elasticity, which is a measure of the material's stiffness, is inferred from the linear...
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Inverse Parameter Identification for Hyperelastic Model of a Polyurea.

Yihua Xiao1,2, Ziqiang Tang1, Xiangfu Hong1

  • 1School of Mechatronics and Vehicle Engineering, East China Jiaotong University, Nanchang 330013, China.

Polymers
|July 24, 2021
PubMed
Summary

This study introduces an inverse procedure to determine polyurea material parameters using polynomial hyperelastic models. The method accurately captures both tensile and compressive behaviors, simplifying experimental setups and accounting for friction effects.

Keywords:
experimentfinite elementhyperelastic modelinverse procedurepolyurea

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Area of Science:

  • Materials Science
  • Computational Mechanics
  • Polymer Engineering

Background:

  • Accurate material parameter identification is crucial for simulating polyurea behavior.
  • Existing methods may oversimplify complex material responses or require intricate experimental setups.
  • Polyurea's distinct performance under tension and compression necessitates specialized characterization.

Purpose of the Study:

  • To develop and validate an inverse procedure for identifying polyurea material parameters.
  • To establish a method capable of characterizing both tensile and compressive behaviors.
  • To simplify experimental requirements and incorporate friction effects in compression tests.

Main Methods:

  • Utilized a polynomial hyperelastic constitutive model.
  • Employed an iterative inverse method for tensile parameter identification, aligning experimental and finite element (FE) model forces.
  • Developed a response surface-based inverse method with a radial basis function (RBF) and genetic algorithm for compressive parameter identification.

Main Results:

  • Successfully obtained two sets of material parameters for tensile and compressive performance.
  • Generated a complete identified uniaxial stress-strain curve encompassing both deformation modes.
  • The inverse procedure demonstrated the ability to simplify experiments and account for friction.

Conclusions:

  • The proposed inverse procedure effectively identifies polyurea material parameters.
  • The method accurately characterizes both tensile and compressive behaviors.
  • This approach offers a simplified and more comprehensive way to determine polyurea material properties.