Stress Analysis of Cord Adhesion Tests — A Route to Improved Tests

1981 ◽  
Vol 54 (4) ◽  
pp. 835-856 ◽  
Author(s):  
R. A. Ridha ◽  
J. F. Roach ◽  
D. E. Erickson ◽  
T. F. Reed

Abstract Stress fields were calculated in tire cord adhesion test specimens as a route to the development of improved wire adhesion tests. The calculated stresses were analyzed in order to predict the location of initiation of debonding and to assess the dependence of the cord pullout force on the modulus of the rubber compound. The computational results were validated by experiments on a variety of cord/rubber samples. Conclusions drawn from this study are as follows: The analyzed pull-through test for adhesion of steel wires has a serious drawback. Its major deficiency lies in the presence of a slot under the rubber block specimen. Maximum stresses are consistently higher at the slot edges than at the cord/rubber interface. This is responsible for: (a) initiation of failure at the slot edges rather than at the cord/rubber interface, (b) considerable rubber coverage, and (c) dependence of the cord pullout force on the strength properties of rubber. The test is more likely to test the strength of the rubber compound than it is to test the strength of adhesion. The TCAT test represents a significant improvement over the pull-through test with regard to the location of failure. Stresses at the cord/rubber interface are higher than elsewhere within the sample. Stresses along the cord show a high peak at the cord's embedded end. This highly localized peak initiates debonding at the embedded end and yields good reproducibility (failure is very unlikely to initiate elsewhere). Experiments on the TCAT specimen show a reproducibility of within 4.2%. Maximum stresses in the TCAT specimen vary with approximately the square root of the rubber modulus. Thus, while the TCAT may be an excellent choice for wire studies involving a single control compound, it may be limited when used in compounding studies and other tire applications which involve changes in the rubber properties. In such studies, the dependence on rubber modulus is viewed as a limitation of TCAT because: (a) unintentional changes in the rubber modulus will affect the cord pullout force and can lead to erroneous assessment of the adhesive strength, and (b) intentional changes in the rubber modulus cannot be simply factored out by a square root rule. Our experiments show that the exponent of the rubber modulus depends on how the modulus change is achieved. There are also many definitions of the modulus and several techniques for determining its value. Experiments on the SWAT test show a pullout force proportional to a lower exponent of the rubber modulus than the exponent in the TCAT test. Reproducibility is at 5.6%, i.e., somewhat poorer than the TCAT. The width of the sample, and the presence of cord reinforcements within that width (in addition to the cords being tested), are expected to change the stress distribution along the cords from the distribution in the TCAT test. The 9.5 mm × 9.5 mm steel-backed specimen represents a good alternative for adhesion tests in compounding studies and tire applications. Although its reproducibility is not as good as those of the TCAT and SWAT tests, its independence from the rubber properties and its ease of sample preparation make it a good alternative. Finite element stress analysis of adhesion tests can provide useful information for assessing alternative tests and developing improved tests. Although total cord pullout normally takes place after large deformations in the rubber, simplified, small strain material models can provide a good indication of the behavior of adhesion test specimens.

1983 ◽  
Vol 56 (1) ◽  
pp. 252-269 ◽  
Author(s):  
R. A. Ridha ◽  
R. N. Crano

Abstract The ASTM D 2229-80 test specimen with a circular hole and a pad restriction was analyzed by 3D finite elements. Maximum shear stresses within the specimen are at the cord-rubber interface. Thus, failure is expected to initiate in the vicinity of the cord-rubber interface. This characteristic is similar to that seen in the MICA and TCAT tests; it represents an improvement over other pull-through tests including earlier ASTM tests. The computed tensile stresses normal to the cord indicate that friction forces will not be significant in this test (as they are in the TCAT test) and that debonding will propagate rapidly. In this regard, the D 2229-80 test is similar to the MICA test. Results of photoelastic analysis of the ASTM D 2229-80, MICA, and TCAT tests are in good agreement with the computed results. Maximum shear stress at the cord-rubber interface in the ASTM D 2229-80 test varies with the modulus of elasticity of the rubber. This variation becomes more pronounced with increasing rubber deformations (e.g., at higher loads and with softer rubber compounds). Thus, the cord pullout force will be dependent on the rubber modulus. From the above results we conclude the following: 1. The ASTM D 2229-80 test overcomes one of the serious drawbacks of earlier pull-through tests; failure is expected to initiate in the vicinity of the cord-rubber interface rather than elsewhere in the rubber. The new test's main deficiency is the dependence of the cord pullout force on the rubber modulus; in this regard, the MICA test offers a considerable advantage. 2. The ASTM D2229-80 test may be used in evaluating the adhesion of various steel cords embedded in a control rubber compound. 3. When changes are anticipated in the properties of the rubber compound, the MICA test offers a considerable advantage because the cord pullout force in the MICA test is independent of the rubber modulus.


1978 ◽  
Vol 6 (2) ◽  
pp. 114-124 ◽  
Author(s):  
D. W. Nicholson ◽  
D. I. Livingston ◽  
G. S. Fielding-Russell

Abstract A new tire cord adhesion test is reported. Although developed primarily for measuring adhesion of rubber to tire cord, the test is applicable to any cord- or wire-reinforced composite, for example, rubber hose or belting. The specimen is a rubber bar of square cross section containing two partially embedded cord ends opposite each other. Upon the application of sufficient tensile force to the cords, failure is initiated at the tip of the embedded end and proceeds along the cord to the exterior, resulting in pull-out of one of the ends. This result contrasts with the initiation of failure in a specimen of the pull-through type containing a throughgoing cord. In the latter specimen, failure initiates where the cord emerges from the rubber and runs back into the interior. Failure is adhesive when pull-out occurs. Under special conditions cohesive failure (tear) occurs and the specimen is cleaved transversely. Reproducibility is excellent and the test has high discriminating power. A theoretical equation permits calculation of the energy of adhesion.


1980 ◽  
Vol 53 (4) ◽  
pp. 950-959 ◽  
Author(s):  
G. S. Fielding-Russell ◽  
D. I. Livingston ◽  
D. W. Nicholson

Abstract The physical factors affecting the force required to pull a cord from the cord-rubber specimen used in a new tire cord adhesion test (TCAT) were investigated using a variety of rubber compounds, specimen cross-sectional areas, and tire cords. Below a limiting cross-sectional dimension, the cord pull-out force was proportional to the square root of cord perimeter, specimen cross-sectional area, and Young's modulus of the rubber, as anticipated from theoretical considerations. The constant of proportionality involved the square root of the energy of adhesion. The value of the energy of adhesion calculated from the proportionality constant was confirmed by an independent peel test.


1983 ◽  
Vol 105 (3) ◽  
pp. 327-330 ◽  
Author(s):  
S. H. Chang ◽  
R. L. Huston ◽  
J. J. Coy

Spur gear stress analysis results are presented for a variety of loading conditions, support conditions, fillet radii, and rim thickness. These results are obtained using the SAP IV finite-element code. The maximum stresses, occurring at the root surface, substantially increase with decreasing rim thickness for partially supported rims (that is, with loose-fitting hubs). For fully supported rims (that is, with tight-fitting hubs), the root surface stresses slightly decrease with decreasing rim thickness. The fillet radius is found to have a significant effect upon the maximum stresses at the root surface. These stresses increase with decreasing fillet radius. The fillet radius has little effect upon the internal root section stresses.


2020 ◽  
Vol 45 (6) ◽  
Author(s):  
O. Otitoju ◽  
A.O. Ashogbon

The delignification of horse grass (HG) was carried out using methanol and water (organosolv pulping); varying the cooking conditions at 30min, 60min and 90min with ratios: 1:1, 1:2 and 1:3, Methanol-water, cooked in autoclave at 1050C. The pulp obtained were selected and macerated in equal volume of glacial acetic acid (ethanoic acid) and hydrogen peroxide (1:1) at a temperature 1000C, to investigate the fiber length; fiber diameter; lumen with their derived indices and paper strength properties was determined according to TAPPI standard methods, T 494 om-96. The best fiber length of 3.21mm, tear index 31.43 mN.m2/g, tensile index 97.79Nm/g and bulk index 5.15 kPa.m2/g was obtained at 1:3 methanol: H2O at 105°C with cooking time of 60 min. Therefore, it was established that high quality papers of different grades can be produced from horse grass with acceptable strength properties using low concentration of methanol/water pulping with moderate time at boiling temperature. The research concluded that methanol-water was excellently good for pulping of horse grass fibers. The above results showed that horse grass is a good alternative sources of fibers to produce pulp and paper.


Author(s):  
Giovanna Biscontin ◽  
Juan M. Pestana

The geological profile of submerged slopes on the continental shelf typically includes soft cohesive soils with thicknesses ranging from a few meters to tens or hundreds of meters. The response of these soils in simple shear tests is largely influenced by the presence of an initial consolidation shear stress, inducing anisotropic stress-strain-strength properties which depend also on the direction of shear. In this paper, a new simplified effective-stress-based model describing the behavior of normally to lightly overconsolidated cohesive soils is used in conjunction with a one-dimensional seismic site response analysis computer code to illustrate the importance of accounting for anisotropy and small strain nonlinearity. In particular, a simple example is carried out to compare results for different slope inclinations. Depth profiling of the maximum shear strains and permanent deformations provide insight into the mechanisms of deformation during a seismic event, and the effects of sloping ground conditions.


1956 ◽  
Vol 29 (3) ◽  
pp. 1066-1081
Author(s):  
J. O. Wood

Abstract A modified form of the pull-through test is described, followed by a series of experiments, the first three of which demonstrate the precision of the method. Further experiments assess the effect of various factors on the pull-through force. It is found that specimen age has little effect. The tension applied to the cord during construction also produces a small but appreciable effect, amounting to a decrease of 1.3 per cent for a two-fold increase of the tension, but a greater effect, amounting to a 7 per cent increase of the pull-through force, is obtained when the rate of loading is doubled. The pull-through force is also shown to depend on the shape of the mounting device. The twist in a rayon cord does not give a significant effect, though the variability exhibited by the conventionally dipped cord is high. Temperature increase during test reduces the pull-through force; linear plots of the logarithm of the pull-through force against the reciprocal of the absolute temperature are obtained. The cord length embedded in the rubber is shown to bear a hyberbolic relationship to the pull-through force, confirming the theoretical relationship obtained analytically. Finally the pull-through test is considered in terms of the product.


1933 ◽  
Vol 1 (2) ◽  
pp. 79-84
Author(s):  
R. E. Peterson

Abstract This paper is primarily concerned with the effect of size on the ordinary strength properties of materials. The use of models in stress analysis is described briefly. The effect of size in tension, fatigue, and impact tests is considered in detail. Possible explanations for departure from the law of similarity are stated.


1979 ◽  
Vol 14 (4) ◽  
pp. 157-164
Author(s):  
R Kitching ◽  
K Zarrabi

A computer program is developed to undertake the elastic stress analysis of a limpet-coil vessel consisting of a cylindrical shell and part-circular coils, when the coils are at a different average temperature to that of the main shell. Results of the analysis are used to present data on maximum stresses for a wide range of practical geometries for the vessel.


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