Experiments and theory in strain gradient elasticity

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Analysis of micro-sized beams for various boundary conditions based on the strain gradient elasticity theory (2012, background): “For illustration purpose, the beam considered here is taken to be made of epoxy with the following material properties [15]: E = 1.”
A finite-strain elastic–plastic Cosserat theory for polycrystals with grain rotations (2006, background): “Of course, there are many other possibilities available to overcome this localization deficiency, we mention higher gradient theories [66,2,62], non-local models [54,7,34] using integral kernels in the constitutive law or relaxed incremental variational formulations [63,64,73,74] and viscoplastic re”
The modified couple stress functionally graded Timoshenko beam formulation (2011, background): “In order to determine parameter l for a specific material, some typical experiments such as micro-bend test, micro-torsion test and specially micro/nano indentation test can be carried out (see [16,17,19,27–29]).”
Variational formulation of a modified couple stress theory and its application to a simple shear problem (2008, background): “For illustration purpose, the material properties for the block are taken to be E = 1.44 GPa, o = 0.38, l = 17.6 µm, which are typical for an epoxy ([ 7 ,9]).”
Computational homogenization of cellular materials (2014, neutral): “in [52], and elasto–plasticity, see e.”