Physical Gelation in a Triblock Copolymer Solution:  In Situ Study of Stress−Strain Behavior and Structural Development

1998 ◽  
Vol 31 (17) ◽  
pp. 5805-5809 ◽  
Author(s):  
R. Kleppinger ◽  
M. van Es ◽  
N. Mischenko ◽  
M. H. J. Koch ◽  
H. Reynaers
Keyword(s):  
Triblock Copolymer ◽  
Structural Development ◽  
Stress Strain ◽  
Copolymer Solution ◽  
Strain Behavior ◽  
In Situ Study ◽  
Physical Gelation

scholarly journals Preparation and stress-strain behavior of in-situ epoxidized natural rubber/SiO2 hybrid through a sol-gel method

2018 ◽  
Vol 12 (2) ◽  
pp. 180-185 ◽  
Author(s):  
S. M. Li ◽  
T. W. Xu ◽  
Z. X. Jia ◽  
B. C. Zhong ◽  
Y. F. Luo ◽  
...  
Keyword(s):  
Natural Rubber ◽  
Sol Gel ◽  
Epoxidized Natural Rubber ◽  
Stress Strain ◽  
Gel Method ◽  
Sol Gel Method ◽  
Strain Behavior

Tensile Stress-Strain Properties of a-C:H (Diamond-Like Carbon) thin Films

1991 ◽  
Vol 239 ◽  
Author(s):  
Paul D. Garrett ◽  
Brian K. Daniels
Keyword(s):  
Thin Film ◽  
Tensile Stress ◽  
Rf Plasma ◽  
Diamond Like Carbon ◽  
Stress Strain ◽  
Film Coatings ◽  
Strain Behavior ◽  
Thin Film Coatings ◽  
Mode Of Failure

ABSTRACTFundamental mechanical properties of a-C:H (amorphous or “diamond-like” carbon, DLC) thin film coatings have been investigated. Coatings were deposited by a methane-argon RF plasma on polycarbonate films. Tensile stress-strain behavior of the coated polymer was studied using an extensometer to monitor strain. The differences in moduli between uncoated and coated samples were used to calculate apparent coating moduli, which varied from 1 GPA to 82 GPa. The mode of failure was observed via in-situ optical microscopy during deformation. Intrinsic bond strength of the coating/substrate interface was estimated from crack spacings in the deformed coating.

In-Situ Neutron Scattering Measurement of Stress-Strain Behavior of a Bulk Metallic Glass

2007 ◽  
Vol 39 (8) ◽  
pp. 1942-1946 ◽  
Author(s):  
Timothy Wilson ◽  
Bjørn Clausen ◽  
Thomas Proffen ◽  
Jennifer Elle ◽  
Don Brown
Keyword(s):  
Metallic Glass ◽  
Neutron Scattering ◽  
Bulk Metallic Glass ◽  
Stress Strain ◽  
Strain Behavior ◽  
Scattering Measurement

In Situ Subsoil Stress-Strain Behavior in Relation to Soil Precompression Stress

Soil Science ◽  
2012 ◽  
Vol 177 (8) ◽  
pp. 490-497 ◽  
Author(s):  
Thomas Keller ◽  
Johan Arvidsson ◽  
Per Schjønning ◽  
Mathieu Lamandé ◽  
Matthias Stettler ◽  
...  
Keyword(s):  
Stress Strain ◽  
Strain Behavior ◽  
Precompression Stress

In-situ DIC investigation on local stress-strain behavior in creep-fatigue test of dissimilar steel welded joint

2021 ◽  
pp. 106464
Author(s):  
Mingzhe Fan ◽  
Chendong Shao ◽  
Yaqi Wang ◽  
Xin Huo ◽  
Ninshu Ma ◽  
...  
Keyword(s):  
Fatigue Test ◽  
Welded Joint ◽  
Local Stress ◽  
Stress Strain ◽  
Dissimilar Steel ◽  
Strain Behavior ◽  
Creep Fatigue

In-situ Determination of Undrained Stress-strain Behavior of Sensitive Clays with the Pressuremeter

1972 ◽  
Vol 9 (3) ◽  
pp. 313-319 ◽  
Author(s):  
B. Ladanyi
Keyword(s):  
Direct Determination ◽  
Strain Curve ◽  
Strength Properties ◽  
Test Results ◽  
Stress Strain ◽  
Strain Behavior ◽  
Expansion Curve ◽  
Laboratory Test Results

A theory originally proposed by Gibson and Anderson (1961) has been extended to enable a direct determination of the whole undrained stress-strain curve of the clay from the pressure-expansion curve obtained in a conventional pressuremeter test.When applied to some pressuremeter tests carried out in Leda clay in the Ottawa area, the method enabled us to determine the undrained stress-strain behavior of the clay up to axial strains of about 20%. It is thought that, when properly performed, the test is able to furnish the data on the undrained stress-strain and strength properties of sensitive clays comparable to the laboratory test results obtained on block samples. Its particular feature is that it also furnishes a true picture of the post-peak strength decrease in terms of shear strain which is usually difficult to obtain by any other type of test.

Prediction of spatial stress-strain behavior of physically nonlinear soil mass in tunnel face area

2020 ◽  
Vol 5 ◽  
pp. 128-139
Author(s):  
A.G. Protosenya ◽  
◽  
G.A. Iovlev ◽  
Keyword(s):  
Soil Mass ◽  
Stress Strain ◽  
Tunnel Face ◽  
Strain Behavior ◽  
Face Area ◽  
Spatial Stress
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