Closed-form constitutive tensors are obtained for a second-gradient elastic continuum equivalent to a three-stiffness hexagonal truss, and validated against lattice solutions for shear and uniaxial strain.
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Identification of second-gradient elastic materials from planar hexagonal lattices. Part II: Mechanical characteristics and model validation
Closed-form constitutive tensors are obtained for a second-gradient elastic continuum equivalent to a three-stiffness hexagonal truss, and validated against lattice solutions for shear and uniaxial strain.