Charalampos Tsakmakis
Ingenieur
Hat mitgewirkt an:
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Static and Dynamic Analysis of a Simple Model of Explicit Gradient Elasticity
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Dynamics in Explicit Gradient Elasticity: Material Frame-Indifference, Boundary Conditions and Consistent Euler–Bernoulli Beam Theory
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Untersuchung eines Stoffgesetzes der impliziten Gradientenelastizität
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Consistent Euler–Bernoulli beam theory in statics for gradient elasticity based on Laplacians of stress and strain