Relation between the interlaminar shear modulus and thermal conductivity of oriented glass-reinforced plastics

The relation between the interlaminar shear modulus G of oriented glass-reinforced plastics and their thermal conductivity in a direction orthogonal to the plane of reinforcement is investigated. It is shown that G can be predicted from the measured values of and the bending deformations from and the propagation velocity of ultrasound.Institute of Polymer Mechanics, Academy of Sciences of the Latvian SSR, Riga. Translated from Makhanika Polimerov, No. 6, pp. 985–989, November–December, 1970.     

Bending strength of oriented glass-reinforced plastics

The authors consider the effect of the low shear strength and shear stiffness of oriented glass-reinforced plastics (GRP) on the stress distribution and type of failure in bending. On the basis of relations obtained in [1] it is shown that the effect of shears on the magnitude and law of distribution of the normal and shear stresses is important only for very short beams made of materials with a low shear stiffness. An experimental study of the nature of failure in bending has revealed that the chief cause of extension of the region of shear failure of oriented GRP is the low shear strength of the material, and has made it possible to establish the limits of this region for three typical materials. Anisotropy of the elastic properties has little effect on the type of failure in bending.Mekhanika Polimerov, Vol. 2, No. 4, pp. 535–542, 1966     

Mechanical characteristics of oriented glass-reinforced plastics in shear

The mechanical characteristics of oriented glass-reinforced plastics stressed in shear are considered. Various methods of determining them are compared. The dispersion of the shear strength is characterized and the possibility of glass-reinforced plastics elements failing as a result of low interlaminar shear strength is discussed.Moscow Aviation Technological Institute. Translated from Mekhanika Polimerov, No. 6, pp. 1008–1013, November–December, 1969.     

Creep and long-time strength of unidirectional reinforced plastics in compression

An attempt is made to predict the creep and long-time strength of unidirectional reinforced plastics in compression in the direction of the reinforcement from the properties of the components. The reinforcement is assumed to be elastic, while the resin is described by a Boltzmann-Volterraintegral equation with fractional-exponential Rabotnov kernel. Experimentally obtained creep and long-time strength curves are presented for unidirectional reinforced plastics.Institute of Polymer Mechanics, Academy of Sciences of the Latvian SSR, Riga. Translated from Mekhanika Polimerov, No. 5, pp. 830–835, September–October, 1970.     

Testing the interlaminar shear strength of laminated reinforced plastics

An improved method of determining the interlaminar shear strength of reinforced plastics from the results of mechanical bending tests on beams of different lengths is described and the results of an experimental verification of the method on glass-reinforced textolite and longitudinal-transverse-wound (LTW) glass-reinforced plastic are presented.     

Fiber distribution in oriented glass-reinforced plastics

The distribution of the fibers in the structure of a glass-reinforced plastic has been experimentally investigated. Data have been obtained on the distribution of interfiber distances, fiber diameters, and the angles between the lines of centers. Experimental histograms and distribution curves are constructed.Institute of Mechanics, Academy of Sciences of the Ukrainian SSR, Kiev. Translated from Mekhanika Polimerov, Vol. 5, No. 2, pp. 282–287, March–April, 1969.     

Effect of residual stresses on the strength of oriented glass-reinforced plastics

The effect of structural residual stresses on the strength of a glass-reinforced plastic loaded along and across the fibers is investigated. It is established that the residual stresses lead to an increase in the strength of the glass-reinforced plastic across the fibers and to cracking of the polymer matrix in tension along the fibers, but have practically no effect on the combined deformation of the matrix and the fibers in compression.Moscow Ordzhonikidze Aviation Institute. Translated from Mekhanika Polimerov, No. 3, pp. 475–480, May–June, 1969.     

Statistical strength of glass-reinforced plastics

The failure of glass-reinforced plastics is treated as an aggregate of successive failures of the individual fibers. A method of estimating the statistical strength from the distribution curve is proposed.Mekhanika Polimerov, Vol. 3, No. 3, pp. 498–502, 1967     

Structural residual stresses in oriented glass-reinforced plastics

A previously proposed method is used to obtain expressions for calculating the residual stresses as a function of the physicomechanical properties of the polymer matrix and the reinforcement ratio. The calculation results are presented and the corresponding state of stress and strain analyzed. There are considerable deviations (in the magnitude and distribution of the stresses) from models that neglect or only take partly into account the interaction of the fibers.Moscow Ordzhonikidze Aviation Institute. Translated from Mekhanika Polimerov, Vol. 4, No. 6, pp. 1051–1058, November–December, 1968.     

Theory of shrinkage stresses in oriented glass-reinforced plastics

The problem of shrinkage stress distribution in glass-reinforced plastics is examined on the basis of an improved model under certain assumptions concerning the nature of the curing process. Cylindrical tubes of epoxy glass-reinforced plastic are investigated under stepped temperature conditions.Mekhanika Polimerov, Vol. 1, No. 6, pp. 61–68, 1965     

Bending of plates made of oriented glass-reinforced plastics

A plate made of oriented glass-reinforced plastic (GRP) is treated as a regular medium with numerous anisotropic layers. The problem of bending is solved in the elastic formulation of the problem without the use of the hypothesis of undeformed normals and a preliminary specification of the law of distribution of shearing stresses in transverse planes. The important effect of shear strains on the deflections and stresses in plates of oriented GRP is illustrated in the example of a simply supported square plate with transverse isotropy. An estimate is given of the errors introduced by arbitrary specification of the law of distribution of shearing stresses.Mekhanika Polimerov, Vol. 1, No. 3, pp. 129–136, 1965     

Shear effects during bending of oriented glass-reinforced plastics

An oriented glass-reinforced plastic may be treated as a regular multilayer material. Given large number of layers we can replace the discrete model with a continuous medium whose elastic constants are determined by the properties of the components. Using this approach and assuming that the reinforcing and the resin obey Hooke's law, we examine the problem of the bending of oriented glass-reinforced plastics and by means of two examples demonstrate the importance of shear effects in the bending of beams. The experimental results are in good agreement with theory.Mekhanika Polimerov, Vol 1, No. 2, pp. 38–46, 1965     

Fatigue strength of glass-reinforced plastics (GRP) in shear in the plane of reinforcement

The results of an investigation of the fatigue strength of three grades of glass-reinforced plastic are described. It is shown that cyclic loading with gradually increasing stress amplitude can be used to determine the fatigue strength at a given ambient temperature and loading frequency.Institute of Polymer Mechanics, Academy of Sciences of the Latvian SSR, Riga. Translated from Mekhanika Polimerov, No. 5, pp. 928–931, September–October, 1975.     

Effect of certain structural parameters of reinforced plastics on strength and stiffness in interlaminar shear

This study is concerned with the manner in which strength and stiffness in interlaminar shear of orthogonally reinforced laminates depend on the mechanical characteristics of their components, on the volume fraction of reinforcing material, on the coefficients of reinforcement distribution in the stacking direction, and on the microporosity of the polymer matrix, as well as other microdiscontinuities in the various structural components of the plastic. For the purpose of assessing the strength and the stiffness in interlaminar shear, with the volume fraction of reinforcing material and the interlaminar microporosity of the composite material varied, approximate formulas have been derived and their practical applicability subsequently confirmed in tests on glass-resin textolite specimens. It is shown that the indicated mechanical properties of a plastic are appreciably affected by these two structural parameters, especially so by its interlaminar microporosity.     

Resistance of glass-reinforced plastics to long-term shear failure

The time dependencies of the strength of glass-reinforced plastics in shear under steady, continuous and alternating loads are examined. Failure under steady and continuous loading is depicted by means of an exponential model of the build-up of damage.Moscow Aviation Technological Institute. Translated from Mekhanika Polimerov, No. 2, pp. 295–302, March–April, 1970.     

Estimation of the anisotropy of the short-time and long-time strengths of glass-reinforced plastics

A linear correlation between the tensile stress and the logarithm of the lifetime of a glass-reinforced plastic in various directions in the plane of the sheet has been experimentally established. The parametric introduction of the time factor into the criterion of the short-time strength of anisotropic materials is proposed as a first approximation. The Gol'denblat-Kopnov criterion is used to derive a simple relation describing the strength properties of glass-reinforced plastics in the uniaxial state of stress.Moscow Institute of Chemical Machine-Building. Scientific-Research Institute of Mechanics, Moscow Lomonosov State University. Translated from Mekhanika Polimerov, Vol. 5, No. 2, pp. 243–249, March–April, 1969.     

Probability characteristics of the shear modulus of glass-reinforced plastics

The results of tests on wound glass-reinforced plastic specimens based on ÉFB-4 epoxy-phenolic-butyral composition and NS 55/6 glass strand reinforcement with a paraffin finish have been subjected to a statistical analysis with the object of determining the probability characteristics of the shear modulus. The shear modulus is determined for unidirectional structures and structures with reinforcement ratios of 1:1, 1:2, and 3:2. The results of the tests are used to determine the mathematical expectation, variance, and probability density function of the shear modulus.Institute of Mechanics, Academy of Sciences of the Ukrainian SSR, Kiev. Translated from Mekhanika Polimerov, No. 1, pp. 160–162, January–February, 1973.