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Connection, between elastic

It is not particularly difficult to introduce thermodynamic concepts into a discussion of elasticity. We shall not explore all of the implications of this development, but shall proceed only to the point of establishing the connection between elasticity and entropy. Then we shall go from phenomenological thermodynamics to statistical thermodynamics in pursuit of a molecular model to describe the elastic response of cross-linked networks. [Pg.138]

V is the volume, and F is a factor of proportionality, which is calculable from the elastic properties of the solid. The connection with elasticity was in fact suspected by Sutherland in 1910 (Phil, May., 20, 657), who found that the infra-red frequency of a solid was of the same order as the frequency of an elastic transversal vibration with a wave length equal to the distance between two neighbouring atoms. To every degree of freedom Debye assigns an amount of energy ... [Pg.536]

The chains of typical networks are of sufficient length and flexibility to justify representation of the distribution of their end-to-end lengths by the most tractable of all distribution functions, the Gaussian. This facet of the problem being so summarily dealt with, the burden of rubber elasticity theory centers on the connections between the end-to-end lengths of the chains comprising the network and the macroscopic strain. [Pg.586]

Note that the residual stress aM — 0 on the elastic properties becomes homogeneous (Ef = Em = EL). While connections between the residual stresses and constituent properties are rigorous, experimental determination is still necessary, because ft is not readily predictable. In general, ft includes terms associated with the thermal expansion difference, ay— am, as well as volume changes that occur either upon crystallization or during phase transformations. For CVI systems, intrinsic stresses may also be present. [Pg.25]

Another example, this time of the perceived connection between steam experiments and geology, comes twenty years later, when, in retirement, Watt repeated many of his steam experiments, much of the actual work being done by his assistant, John Southern. The papers dealing with Southern s calculations of the elasticity of steam dating from 1803 contain an interesting document annotated Considerations upon the power of steam to produce Earthquakes by Mr Southern 1803 .47 This is worth considering in a little detail. [Pg.135]

These theories are based on the classical theories of rubber elasticity of macromolecular solids, wherein permanent chemical crosslinks connect segments of molecules, forcing them to move together. This central idea can be applied to polymeric liquids. However in this case, the interactions between molecules are assumed to be localized at junctions and are supposed to be temporary. Whatever their nature, physical or topological, these crosslinks are continually created and destroyed but, at any time, they ensure sufficient connectivity between the molecules to give rise to a certain level of cooperative motion. [Pg.143]

This result was obtained by Persson [266] before the more general equation for nonsteady state was obtained in Ref. 267. An example for the connection between the loss part of the elastic modulus and the friction coefficient is shown in Fig. 22. We also want to reemphasize that (q, to) should not be taken literally as e bulk modulus or a coefficient of the tensor of elastic constants but as a more generalized expression, which is discussed in detail in Ref. 266. For a more detailed presentation that also includes contact mechanics and that allows one to calculate the friction coefficient, we refer to the original literature [267]. [Pg.262]

We begin our geometric discussion with the case of pure tilt boundaries on the grounds that the connection between dislocations and the boundary is most evident visually in this case. As was discussed in some detail in chap. 9, a tilt grain boundary is characterized by a simple misorientation between the two grains as was discussed in chap. 9. The intent of this section is to illustrate that a simple superposition of the elastic displacements implied by the Volterra solution for straight dislocations discussed in chap. 8 can lead to exactly the same type of misorientation. [Pg.600]

According to Landes and Wei [2], the connection between the steady-state creep rate and the crack-driving force (characterized by K) is derived through the use stress-strain results from elastic-plastic analysis by Hutchinson [9] and Rice and Rosengren [10], According to these models, crack-tip stress and strains in the loading direction (y-direction) are given by Eqn. (6.7). [Pg.95]

Figure 9.2 Main elements constituting the structure of a polymer network (1) crosslink point, (2) elastically active chain, (3) dangling chain, (4) loop or cycle, (5) multiple connection between two crosslink points, and (6) permanent chain entanglements between two adjacent crosshnks. Figure 9.2 Main elements constituting the structure of a polymer network (1) crosslink point, (2) elastically active chain, (3) dangling chain, (4) loop or cycle, (5) multiple connection between two crosslink points, and (6) permanent chain entanglements between two adjacent crosshnks.
In addition, the connection between the characteristic temperature and the elastic constants and the heat of atomization can be established directly by the Debye method. We note, for example, that the Debye characteristic temperature is directly proportional to the average velocity of elastic waves in a crystal (0= kc) and it is proportional to the square root of the atomization energy per unit atomic weight, at least in the first approximation (0= kVU/A). [Pg.178]

Concrete is a composite typically composed of aggregate and cement paste. It is the connection between these phases - the interfacial transition zone (ITZ) that is most important.. The ITZ is the weakest link in the composite system with lowest mechanical properties of the three [1-4], The ITZ can affect the overall elastic module and the stress distributions in a concrete material. The ITZ is comparatively more porous than that of bulk cement paste, and often less well bonded to the aggregate [3]. This region can have a low formation of calcium-silicate-hydrate (C-S-H gel), a product of Portland cement hydration responsible for the good mechanical properties and durability [5]. [Pg.37]

To conclude this section on mechanical and thermal properties, the connection between the parameters stress, elongation and time and modulus of elasticity, temperature and measuring frequency (rate of load application, i.e., time) (Fig. 29) are clarified. [Pg.93]

The experimentally determined modulus of elasticity E of the adhesive interlayer of composition 5 decreased approximately from 130 X 10 to 100 X 10 MPa. Some disparity between the obtained values of the cracking resistance characteristics Kic and Gjc is accounted for by the excessive simplification of the common mathematical models of a crack in a thin film of polymer that connects two elastic plates. [Pg.115]

We first develop the generalized Hooke s law of energy elasticity as the linear connection between stress and strain in tensorial form and then proceed to consider the most relevant special forms for cases of high material symmetry. [Pg.90]


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