Determination of the complex modulus of elasticity of soft viscoelastic materials

1977 ◽  
Vol 12 (1) ◽  
pp. 158-160 ◽  
Author(s):  
N. N. Morozova ◽  
S. A. Rybak
Keyword(s):  
Modulus Of Elasticity ◽  
Complex Modulus ◽  
Viscoelastic Materials

scholarly journals A simplified transfer matrix approach for the determination of the complex modulus of viscoelastic materials

2016 ◽  
Vol 53 ◽  
pp. 180-187 ◽  
Author(s):  
Paolo Bonfiglio ◽  
Francesco Pompoli ◽  
Kirill V. Horoshenkov ◽  
Mahmud Iskandar B. Seth A. Rahim
Keyword(s):  
Transfer Matrix ◽  
Complex Modulus ◽  
Matrix Approach ◽  
Viscoelastic Materials ◽  
Transfer Matrix Approach

scholarly journals Determination of complex moduli of isotropic viscoelastic materials

1999 ◽  
Vol 18 (4) ◽  
pp. 267-279 ◽  
Author(s):  
Alexander Muravyov
Keyword(s):  
Viscoelastic Materials ◽  
Complex Moduli

scholarly journals Determination of Modulus of Elasticity, Nanohardness and Residual Stresses in Brush-plated Gold and Silver Coatings on Copper Substrate

2012 ◽  
Vol 18 (1) ◽  
Author(s):  
Harri LILLE ◽  
Jakub KÕO ◽  
Alexander RYABCHIKOV ◽  
Renno VEINTHAL ◽  
Valdek MIKLI ◽  
...  
Keyword(s):  
Residual Stresses ◽  
Modulus Of Elasticity ◽  
Copper Substrate

scholarly journals MODELING OF STRUCTURES SUBJECTED TO WIND GENERATED WAVES

1968 ◽  
Vol 1 (11) ◽  
pp. 48
Author(s):  
Erich J. Plate ◽  
John H. Nath
Keyword(s):  
Modulus Of Elasticity ◽  
Direct Determination ◽  
Model Material ◽  
Water Tunnel ◽  
State University ◽  
Colorado State University ◽  
The Waves

The difficulties inherent in the direct determination of loads on off-shore structures which are exposed simultaneously to wind and waves make it desirable to model each situation in the laboratory It is shown here that scaling of the loads and the waves is possible by using waves which are generated by blowing air over the surface of a laboratory channel, and by choosing a model material with an appropriate modulus of elasticity Wind-generated waves such as those measured m the wind water tunnel of Colorado State University have a dimensionless spectrum (Hidy and Plate (1965)) that is identical in shape to that found off the coast of Florida under hurricane conditions (Collins (1966)) Furthermore, it has been shown that hydro-elastic modeling is quite feasible (LeMehaute (1966)) These two results are combined to give modeling criteria for off-shore structures if direct wind forces are disregarded.

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