STATIC YIELD STRESS IN MAGNETORHEOLOGICAL FLUID

2001 ◽  
Vol 15 (06n07) ◽  
pp. 1078-1084 ◽  
Author(s):  
W. KORDONSKI ◽  
S. GORODKIN ◽  
N. ZHURAVSKI

A method and a device for measuring a true static yield stress in magnetorheological (MR) fluids are proposed. The data obtained by means of this device are compared with the measured values of the dynamic yield stress for similar compositions as well as with the quantities calculated by the reported models. It is shown that the dynamic yield stress exceeds the static one. The experimental data better agree with Rosensweig's model.

2005 ◽  
Vol 19 (07n09) ◽  
pp. 1456-1462
Author(s):  
CHUNRONG LUO ◽  
HONG TANG ◽  
XIANGYANG GAO ◽  
JIANBO YIN ◽  
XIAOPENG ZHAO

By using a modified conduction model and the dipole approximation model respectively, we simulate the stress-strain curve and evaluate the dynamic yield stress through an ideal microstructure model of electrorheological fluid. The static yield strain is larger in our modified conduction model than in the dipole approximation model. Besides, the dynamic yield stress and static yield stress nearly linearly vary as volume fraction in the dipole model, while in our modified model they both exhibit a maximum at about volume fraction ϕ=0.45. Interpretation about these results is associated with the conduction effect and the inter-chain interactions.


2006 ◽  
Vol 12 (3) ◽  
pp. 253-260 ◽  
Author(s):  
A. Tárrega ◽  
E. Costell ◽  
M. A. Rao

The effects of starch concentration and -carrageenan addition on the yield stress values of native and cross-linked waxy maize starch-milk systems were studied. Static yield stress (0-S) and dynamic yield stress (0-D) of each dispersion were measured using the vane method before and after breaking down its structure by shearing, respectively. Increases in values of 0-S with concentration of starch and -carrageenan were higher for cross-linked starch than those of native starch. 0-D values of cross-linked starch also increased with the concentration of starch and -carrageenan. In contrast, for native starch samples, 0-D values were very low and did not vary much with concentration of either starch or -carrageenan indicating that the structures responsible for the yield stresses were highly sensitive to shearing.


2019 ◽  
Vol 9 (22) ◽  
pp. 4744
Author(s):  
Sueng-Won Jeong

In this paper, shear rate-dependent rheological properties of mine tailings taken from abandoned mine deposits prone to mass movements are examined using a commercial ball-measuring rheological system. The yield stresses (i.e., dynamic and static yield stresses) and viscosity of sand-rich materials are examined by the shear rate-controlled flow curve and time-dependent stress growth methods. Before yielding, the shear stress reaches a peak value (i.e., yield stress) observed for all flow curves. In the steady-state condition, the materials have a minimum shear stress (i.e., dynamic yield stress). The static yield stress can be determined under a constant applied shear rate with different initial values ranging from 10−4 to 10−1 s−1. As a result, the Bingham yield stress and viscosity can be used as a first approximation for estimating the debris flow mobility of post-failure materials. However, the Bingham yield stress is competitive with the static yield stress measured from stress growth methods. Upon comparison of the dynamic and static yield stresses, the static yield stress is approximately 35–45 times greater than the dynamic yield stress, and may be strongly related to microstructural changes (i.e., thixotropy). In this context, special attention must be paid to the determination of yield stresses in debris flow mitigation programs.


It has long been known that metals may be subjected momentarily to stresses for exceeding their static yield stress without suffering plastic strain. One of the simplest methods for subjecting a metal to a high stress for a short time is to form it into a cylindrical specimen and fire this at a steel target. The front part of this projectile crumples up, but the rear part is left undeformed. If the target is rigid the distance which this portion travels while it is being brought to rest may be taken as the difference between the initial length and the length of the deformed specimen after impact. Knowing the velocity of impact, a minimum possible value can be assigned to the maximum acceleration of the material, and from this a minimum value for the yield stress can be calculated. The actual yield stress is considerably greater than this minimum, and methods are given for calculating a more probable value.


2006 ◽  
Vol 116-117 ◽  
pp. 587-590 ◽  
Author(s):  
Michael Modigell ◽  
M. Hufschmidt

Oscillation experiments, creep tests and shear stress ramps have been performed to analyze the yield stress and its time dependency. It has to be distinguished between iso-structural, dynamic and static yield stress. The iso-structural yield stress occurs immediately after shearing. Since the slurry structure remains unchanged, it is equivalent to the structure during shearing. At rest an internal structure builds up, this leads to an increase of the yield stress, which is referred to as the dynamic yield stress. It increases until its maximum value, the static yield stress, is reached.


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