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Composite glass/epoxy

In Figure 5.23 the finite element model predictions based on with constraint and unconstrained boundary conditions for the modulus of a glass/epoxy resin composite for various filler volume fractions are shown. [Pg.187]

Fig. 9. Pie2oelectric embedded inside a glass—epoxy laminate to form a composite smart stmcture. Fig. 9. Pie2oelectric embedded inside a glass—epoxy laminate to form a composite smart stmcture.
A single ply glass/epoxy composite has the properties Usted below. If the fibres are aligned at 30° to the x-direction, determine the value of in-plane stresses, a, which would cause failure according to (a) the Maximum Stress criterion (b) the Maximum Strain criterion and (c) the Tsai-Hill criterion. [Pg.243]

To gain a visual appreciation for how the moduli vary, values typical of a glass-epoxy composite material are plotted from Equation... [Pg.81]

Several experiments will now be described from which the foregoing basic stiffness and strength information can be obtained. For many, but not all, composite materials, the stress-strain behavior is linear from zero load to the ultimate or fracture load. Such linear behavior is typical for glass-epoxy composite materials and is quite reasonable for boron-epoxy and graphite-epoxy composite materials except for the shear behavior that is very nonlinear to fracture. [Pg.91]

As an illustration of the results of the measurements just described, the mechanical properties for four unidirectionally reinforced composite materials, glass-epoxy, boron-epoxy, graphite-epoxy, and Kevlar 49 -... [Pg.100]

As with the maximum stress failure criterion, the maximum strain failure criterion can be plotted against available experimental results for uniaxial loading of an off-axis composite material. The discrepancies between experimental results and the prediction in Figure 2-38 are similar to, but even more pronounced than, those for the maximum stress failure criterion in Figure 2-37. Thus, the appropriate failure criterion for this E-glass-epoxy composite material still has not been found. [Pg.109]

The Tsai-Hill failure criterion appears to be much more applicable to failure prediction for this E-glass-epoxy composite material than either the maximum stress criterion or the maximum strain failure criterion. Other less obvious advantages of the Tsai-Hill failure criterion are ... [Pg.111]

For E-glass-epoxy, the Tsai-Hill failure criterion seems the most accurate of the criteria discussed. However, the applicability of a particular failure criterion depends on whether the material being studied is ductile or brittle. Other composite materials might be better treated with the maximum stress or the maximum strain criteria or even some other criterion. [Pg.112]

Figure 3-20 Bounds on E2 for a Glass-Epoxy Composite Material... Figure 3-20 Bounds on E2 for a Glass-Epoxy Composite Material...
The experimental results for of a glass-epoxy composite material are shown along with the theoretical prediction from Equation (3.66) as a function of resin content by weight in Figure 3-44. Theoretical results are shown for contiguity factors of C = 0,. 2,. 4, and 1. Apparently, C = 0 is the upper limit of the data whereas C =. 4 is the lower limit. Thus, the concept of contiguity factor is further reinforced. [Pg.162]

Figure 3-60 Compressive Strength of Glass-Epoxy Composite Materials (After Dow and Rosen [3-28])... Figure 3-60 Compressive Strength of Glass-Epoxy Composite Materials (After Dow and Rosen [3-28])...
Net-tension failures can be avoided or delayed by increased joint flexibility to spread the load transfer over several lines of bolts. Composite materials are generally more brittle than conventional metals, so loads are not easily redistributed around a stress concentration such as a bolt hole. Simultaneously, shear-lag effects caused by discontinuous fibers lead to difficult design problems around bolt holes. A possible solution is to put a relatively ductile composite material such as S-glass-epoxy in a strip of several times the bolt diameter in line with the bolt rows. This approach is called the softening-strip concept, and was addressed in Section 6.4. [Pg.421]

In order to define the volume-fraction u of the mesophase for the particular composite studied, which was either a iron-epoxy particulate, or a E-glass-epoxy... [Pg.164]

Fig. 15. The variation of the adhesion coefficient A = (ri, — t 2) for the three-term unfolding model and the exponent 2r for the two-term model of a series of E-glass-epoxy fiber composites, versus the fiber-volume content uf... Fig. 15. The variation of the adhesion coefficient A = (ri, — t 2) for the three-term unfolding model and the exponent 2r for the two-term model of a series of E-glass-epoxy fiber composites, versus the fiber-volume content uf...
Fig. 18. The variation of the elastic moduli of mesophases, versus the polar distance r from the fiber-matrix boundary, for a series of E-glass-epoxy fiber reinforced composites... Fig. 18. The variation of the elastic moduli of mesophases, versus the polar distance r from the fiber-matrix boundary, for a series of E-glass-epoxy fiber reinforced composites...
Kharrat, M., Chateauminois, A., Carpentier, L. and Kapsa, P., On the interfacial behavior of a glass/epoxy composite during a micro-indentation test assessment of interfacial shear strength using reduced indentation curves, Composites, A, 28, 39 (1997). [Pg.561]

Huang, X.N. and Hull, D. (1989). Effects of fiber bridging on Cic of a unidirectional glass/epoxy composites. Composites Sci. Technol. 35, 283-299. [Pg.88]

Fig. 6.12. Toughness maps depicting contours of predicted fracture toughness (solid lines in kJ/m ) for (a) glass-epoxy composites as a function of fiber strength, Uf, and frictional shear stress, tf and (b) Kevlar-cpoxy composites as a function of at and clastic modulus of fiber, Ef. The dashed line and arrows in (a) indicate a change in dominant failure mechanisms from post-debonding friction, Rif, to interfacial debonding, Sj, and the effect of moisture on the changes of Of and Tf, respectively. Bundle debond length... Fig. 6.12. Toughness maps depicting contours of predicted fracture toughness (solid lines in kJ/m ) for (a) glass-epoxy composites as a function of fiber strength, Uf, and frictional shear stress, tf and (b) Kevlar-cpoxy composites as a function of at and clastic modulus of fiber, Ef. The dashed line and arrows in (a) indicate a change in dominant failure mechanisms from post-debonding friction, Rif, to interfacial debonding, Sj, and the effect of moisture on the changes of Of and Tf, respectively. Bundle debond length...
Newaz, G.M, (1985). On interfacial failure in notched unidirectional glass/epoxy composites. J. Composite Mater. 19, 276-286. [Pg.276]

On the epoxy side of the interface, high fracture toughness and low residual stresses 72,73) are a requirement for optimum transverse strength in graphite and glass-epoxy 1A) composites. Since the adsorption of epoxy components has been shown to be probable, the local structure of the epoxy at the interphase will most likely not be the same as in the bulk. This local anisotropy caused by the interphase is a limitation in the predictive capability of micromechanical models which do not include the interphase as a component. [Pg.20]


See other pages where Composite glass/epoxy is mentioned: [Pg.40]    [Pg.442]    [Pg.196]    [Pg.204]    [Pg.216]    [Pg.30]    [Pg.31]    [Pg.107]    [Pg.152]    [Pg.152]    [Pg.163]    [Pg.180]    [Pg.181]    [Pg.182]    [Pg.336]    [Pg.361]    [Pg.380]    [Pg.165]    [Pg.149]    [Pg.150]    [Pg.165]    [Pg.267]    [Pg.268]    [Pg.270]    [Pg.156]    [Pg.157]    [Pg.3]   
See also in sourсe #XX -- [ Pg.307 ]




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Glass fibre-epoxy composite

Glass-epoxy

Stiffness glass/epoxy composite

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