Wave Propagation Through Contact-Based Elastically Asymmetric Materials
MINES ParisTech, PSL - Research University, Centre des mat´eriaux, CNRS UMR 7633, BP 87 91003 Evry, France
Vladislav A. Yastrebov
Architectured materials with internal contacts Elastically
symmetric material
0
Tension Compression
Stress σ
xxStrain ε
xxWave Propagation Through Contact-Based Elastically Asymmetric Materials
MINES ParisTech, PSL - Research University, Centre des mat´eriaux, CNRS UMR 7633, BP 87 91003 Evry, France
Vladislav A. Yastrebov
Architectured materials with internal contacts
Soft-in-tension & stiff-in-compression
cut
Soft Stiff
0
Tension Compression
Stress σ
xxStrain ε
xxElastically
asymmetric materials Elastically
symmetric material
0
Tension Compression
Stress σ
xxStrain ε
xxWave Propagation Through Contact-Based Elastically Asymmetric Materials
MINES ParisTech, PSL - Research University, Centre des mat´eriaux, CNRS UMR 7633, BP 87 91003 Evry, France
Vladislav A. Yastrebov
Architectured materials with internal contacts
Soft-in-tension & stiff-in-compression
Soft Stiff
0
Tension Compression
Stress σ
xxStrain ε
xxElastically
asymmetric materials Elastically
symmetric material
0
Tension Compression
Stress σ
xxStrain ε
xx TensionWave Propagation Through Contact-Based Elastically Asymmetric Materials
MINES ParisTech, PSL - Research University, Centre des mat´eriaux, CNRS UMR 7633, BP 87 91003 Evry, France
Vladislav A. Yastrebov
Architectured materials with internal contacts
Soft-in-tension & stiff-in-compression
Soft Stiff
0
Tension Compression
Stress σ
xxStrain ε
xxElastically
asymmetric materials Elastically
symmetric material
0
Tension Compression
Stress σ
xxStrain ε
xx CompressionContact
Wave Propagation Through Contact-Based Elastically Asymmetric Materials
MINES ParisTech, PSL - Research University, Centre des mat´eriaux, CNRS UMR 7633, BP 87 91003 Evry, France
Vladislav A. Yastrebov
Architectured materials with internal contacts
Stiff-in-tension & soft-in-compression
Soft Stiff
0
Tension Compression
Strain ε
xxStress σ
xxSoft-in-tension & stiff-in-compression
Soft Stiff
0
Tension Compression
Stress σ
xxStrain ε
xxElastically
asymmetric materials Elastically
symmetric material
0
Tension Compression