Does the conventional reciprocal theorem break down in strain gradient elasticity?
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Publication:6553676
DOI10.1016/j.ijengsci.2024.104076MaRDI QIDQ6553676
Publication date: 11 June 2024
Published in: International Journal of Engineering Science (Search for Journal in Brave)
Cites Work
- Solution of Eshelby's inclusion problem with a bounded domain and Eshelby's tensor for a spherical inclusion in a finite spherical matrix based on a simplified strain gradient elasticity theory
- Bending and vibration analysis of generalized gradient elastic plates
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- Elastic materials with couple-stresses
- On the role of gradients in the localization of deformation and fracture
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- A hierarchy of simplified constitutive models within isotropic strain gradient elasticity
- Variational formulations and general boundary conditions for sixth-order boundary value problems of gradient-elastic Kirchhoff plates
- Bending and stability analysis of gradient elastic beams
- Couple stress based strain gradient theory for elasticity
- Variational analysis of gradient elastic flexural plates under static loading
- Mechanism-based strain gradient plasticity. I: Theory
- Bending and buckling of thin strain gradient elastic beams
- Reconsiderations on boundary conditions of Kirchhoff micro-plate model based on a strain gradient elasticity theory
- On first strain-gradient theories in linear elasticity
- Effects of couple-stresses in linear elasticity
- Asymptotic expansion homogenization of discrete fine-scale models with rotational degrees of freedom for the simulation of quasi-brittle materials
- A reformulation of strain gradient plasticity.
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