scholarly journals 3PS014 Time-dependetn Poisson's ratio and Power-law rheology of cell sheet in uniaxial stretching experiment(The 50th Annual Meeting of the Biophysical Society of Japan)

2012 ◽  
Vol 52 (supplement) ◽  
pp. S148
Author(s):  
Masahiro Tsuchiya ◽  
Yusuke Mizutani ◽  
Takaharu Okajima
2010 ◽  
Vol 50 (supplement2) ◽  
pp. S178-S179
Author(s):  
Masahiro Tsuchiya ◽  
Yusuke Mizutani ◽  
Koichi Kawahara ◽  
Takaharu Okajima

2011 ◽  
Vol 100 (3) ◽  
pp. 304a
Author(s):  
Masahiro Tsuchiya ◽  
Yusuke Mizutani ◽  
Koichi Kawahara ◽  
Takaharu Okajima

Author(s):  
Mohammed Sobhy

As a new model, functionally graded piezoelectric (FGP) sandwich plate with negative Poisson’s ratio honeycomb core (auxetic core) is considered in this paper. Buckling analysis of the FGP sandwich plate is investigated based on a novel four-unknown shear deformation plate theory. The electrical and mechanical properties of the face layers are continuously varied through the thickness of the layers. This variation is achieved using a power law distribution in terms of the constituents volume fraction. The core layer composed of hexagonal honeycomb cells with negative Poisson’s ratio was made of a metallic material. The sandwich plate is exposed to uniaxial or biaxial compressive loads as well as electric voltage. Five stability differential equations are established based on the principle of virtual work including mechanical and electric loads. The obtained buckling load is compared with that available in the literature. Impacts of various parameters like the power law index, load parameter, external applied voltage, core thickness, boundary conditions and plate geometry on the buckling load of the smart composite plates with auxetic core are investigated. From the numerical results, one can find that the increase of electric voltage and core thickness decreases the buckling load.


2009 ◽  
Vol 49 (supplement) ◽  
pp. S177
Author(s):  
Masahiro Tsuchiya ◽  
Yusuke Mizutani ◽  
Megumi Tadaki ◽  
Kouichi Kawahara ◽  
Takaharu Okajima

2013 ◽  
Vol 53 (supplement1-2) ◽  
pp. S140
Author(s):  
Madoka Suzuki ◽  
Keiko Kawauchi ◽  
Ee Chu Chai ◽  
Shota Yamauchi ◽  
Shin'ichi Ishiwata ◽  
...  

Geophysics ◽  
2016 ◽  
Vol 81 (4) ◽  
pp. R197-R209 ◽  
Author(s):  
Paolo Bergamo ◽  
Laura Valentina Socco

Surficial formations composed of loose, dry granular materials constitute a challenging target for seismic characterization. They exhibit a peculiar seismic behavior, characterized by a nonlinear seismic velocity gradient with depth that follows a power-law relationship, which is a function of the effective stress. The P- and S-wave velocity profiles are then characterized by a power-law trend, and they can be defined by two power-law exponents [Formula: see text] and two power-law coefficients [Formula: see text]. In case of depth-independent Poisson’s ratio, the P-wave velocity profile can be defined using the [Formula: see text] power-law parameters and Poisson’s ratio. Because body wave investigation techniques (e.g., P-wave tomography) may perform ineffectively on such materials because of high attenuation, we addressed the potential of surface-wave method for a reliable seismic characterization of shallow formations of dry, uncompacted granular materials. We took into account the dependence of seismic wave velocity on effective pressure and performed a multimodal inversion of surface-wave data, which allowed the [Formula: see text] and [Formula: see text] profiles to be retrieved. The method requires the selection of multimodal dispersion curve points referring to surface-wave frequency components traveling within the granular media formation and their inversion for the S-wave power-law parameters and Poisson’s ratio. We have tested our method on a synthetic dispersion curve and applied it to a real data set. In both cases, the surficial layer was made of loose dry sand. The test on the synthetic data set confirmed the reliability of the proposed procedure because the thickness and the [Formula: see text], [Formula: see text] profiles of the sand layer were correctly estimated. For the real data, the outcomes were validated by other geophysical measurements conducted at the same site and they were in agreement with similar studies regarding loose sand formations.


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