Electric and Elastic Properties of Linear and Non-linear Composites

Author(s):  
G. W. Milton
2007 ◽  
Vol 55 (14) ◽  
pp. 4667-4678 ◽  
Author(s):  
Y. Liu ◽  
T. Nakamura ◽  
V. Srinivasan ◽  
A. Vaidya ◽  
A. Gouldstone ◽  
...  

2020 ◽  
Vol 10 (1) ◽  
Author(s):  
Rubén Nicolás-López ◽  
Jaime Meléndez-Martínez ◽  
Alfredo López-Lena-Estrada ◽  
Oscar C. Valdiviezo-Mijangos ◽  
Carlos Couder-Castañeda ◽  
...  

Abstract This work presents a non-linear Self-Consistent (SC) micromechanics method to model the observed physical elastic properties of a terrigenous formation with the purpose to obtain its depth mineral volume fractions profile. In this approach, it is first assumed that the observed physical elastic properties obtained from well logs, such as the density $$\rho_{o}$$ ρ o and the elastic compressional $$Vp_{o}$$ V p o and shear $$Vs_{o}$$ V s o velocities, are a non-linear relationship of the unknown mineral volume fractions $$\alpha$$ α . Then, a gradient descent algorithm is implemented to seek for those volume fractions $$\alpha$$ α for which differences between modelled and observed physical elastic properties are minimum. It is assumed that quartz, calcite and clay are the main comprising minerals of the formation. Obtained volume fractions profile follow the same general trends to those estimated by implementing the Linear Least-Squares Inversion LLSI method which is widely used in petrophysical analysis to obtain mineral concentrations from density $$\rho_{o}$$ ρ o , photoelectric effect $$Pe_{o}$$ P e o and compressional slowness $$\Delta tp_{o}$$ Δ t p o well logs. Results also show that calcite and clay volume fractions from these two methods are highly correlated while quartz volume fractions show low correlation. Further comparison between clay concentrations from SC method with clay concentrations calculated from direct measurements of gamma ray GR well logs used as a guideline also exhibits high correlation. These results suggest that the SC method is better suited to obtain clay and calcite volume fractions rather than quartz volume fractions. However, SC method can provide with insights about the general distribution of quartz along the borehole.


1997 ◽  
Vol 28 (3-4) ◽  
pp. 261-271 ◽  
Author(s):  
H. Kiewel ◽  
H. J. Bunge ◽  
L. Fritsche

In the present paper we have put together some results of a cluster method that allows the calculation of linear and also non-linear effective elastic constants of polycrystalline materials within an iterative self-consistent scheme. The conceptual idea consists in simulating the real material by a suitably chosen cluster of single grains. One can then determine the elastic properties of the material under study by examining the elastic behavior of the cluster. The method is capable of resolving the effect of the grain shape, that is determined by the coordination number of the grains on the effective constants.


2005 ◽  
Vol 27 (10) ◽  
pp. 884-892 ◽  
Author(s):  
J.M. Gerard ◽  
J. Ohayon ◽  
V. Luboz ◽  
P. Perrier ◽  
Y. Payan

Materials ◽  
2021 ◽  
Vol 14 (24) ◽  
pp. 7578
Author(s):  
Alexander Sergeevich Korolev ◽  
Anastasia Kopp ◽  
Denis Odnoburcev ◽  
Vladislav Loskov ◽  
Pavel Shimanovsky ◽  
...  

Concretes with the same strength can have various deformability that influences span structures deflection. In addition, a significant factor is the non-linear deformation of concrete dependence on the load. The main deformability parameter of concrete is the instantaneous modulus of elasticity. This research aims to evaluate the relation of concrete compressive and tensile elastic properties testing. The beam samples at 80 × 140 × 1400 cm with one rod Ø8 composite or Ø10 steel reinforcement were experimentally tested. It was shown that instantaneous elastic deformations under compression are much lower than tensile. Prolonged elastic deformations under compression are close to tensile. It results in compressive elasticity modulus exceeding the tensile. The relation between these moduli is proposed. The relation provides operative elasticity modulus testing by the bending tensile method. The elasticity modulus’s evaluation for the reinforced span structures could be based only on the bending testing results. A 10% elasticity modulus increase, which seems not significant, increases at 30–40% the stress of the reinforced span structures under load and 30% increases the cracking point stress.


Author(s):  
Vladimir Zylev ◽  
Alexey Steyn ◽  
Nikita Grigoryev

The paper considers the specifics of connection setting between deformations and stresses as applied to the problem of large non-linear oscillations, when deformations are considered arbitrarily large. It is noted that the introduction of some arbitrary physical relations in the computational model can lead to the establishment of a non­conservative system. It is shown, for example, that distribution of the ordinary Hooke’s law formulas to the area of large deformations leads to the establishment of material with the non-conservative properties. The examples are given for the numerical solution of problems with the nonlinear oscillations, where an increase in the oscillation am­plitudes or occurrence of unauthorized internal friction is shown. The simplest version of the material properties free from the indicated deficiencies is given. One of the paper conclusions is that when specifying the elastic properties of the material, it is necessary to ensure that the resulting system is conservative.


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