Residual Property Relations | Additional Documents & Tests for Civil Engineering (CE) PDF Download

Residual Property Relations

An alternate method of computing energy and entropy changes for real gases involves the definition of residual property. The specific residual property M R is defined as follows:

MR = M (T,P) − Mig (T,P)                ...(5.24)

Where, M (T, P) is the specific property of a real gas at a given T & P, and Mig (T,P) is the value of the same property if the gas were to behave ideally at the same T & P. Thus for example:
V= V −Vig

Using the generalized compressibility factor ‘Z’:

VR = (ZRT / P) − ( RT / P)


VR = (Z − 1) RT / P                ...(5.25)

The residual properties are usually used for gases only. Using such a property for a liquid (or solid) is inconvenient as then it would also include the property change of vapourization (and solidification) which generally are large in magnitude. This detracts from the advantage of working with the residual property as a measure of small corrections to ideal gas behaviour. Thus the use of residual functions is restricted to prediction of real gas behaviour only. To exploit the concept of residual properties we take advantage of the Gibbs free energy as it can be used as a generating function for other thermodynamic properties.

Derivation of Residual functions:

We start from the generic equation: G = H − TS                 ...(5.2)

And dG = VdP − SdT                          ...(5.7)

Taking the total differential for the function G / RT 

Residual Property Relations | Additional Documents & Tests for Civil Engineering (CE)                ...(5.26)


Substituting eqn. 5.2 and 5.7 in 5.26 we get:

 

Residual Property Relations | Additional Documents & Tests for Civil Engineering (CE)                ...(5.27)

One may write the same equation specifically for an ideal gas, whence:

Residual Property Relations | Additional Documents & Tests for Civil Engineering (CE)                ...(5.28)

Subtracting eqn. 5.28 from 5.27: 

 

Residual Property Relations | Additional Documents & Tests for Civil Engineering (CE)                ...(5.30)

Thus we may write the following further generative relations:

Residual Property Relations | Additional Documents & Tests for Civil Engineering (CE) 

Residual Property Relations | Additional Documents & Tests for Civil Engineering (CE)                ...(5.31)

And further: Residual Property Relations | Additional Documents & Tests for Civil Engineering (CE)                ...(5.32)

 

From eqn. 5.29: Residual Property Relations | Additional Documents & Tests for Civil Engineering (CE)

 

Thus: Residual Property Relations | Additional Documents & Tests for Civil Engineering (CE)                ...(5.33)

Putting eqn. 5.25 in 5.33:  Residual Property Relations | Additional Documents & Tests for Civil Engineering (CE)                ...(5.34)

 

Differentiating eqn. 5.34 w.r.t T in accordance with 5.31 gives:

Residual Property Relations | Additional Documents & Tests for Civil Engineering (CE)                ...(5.35)
 

Finally using eqns 5.32, 5.34, and 5.35:

Residual Property Relations | Additional Documents & Tests for Civil Engineering (CE)                ...(5.36)

The last two equations may be expressed in alternative forms in terms of reduced temperature and pressure

Residual Property Relations | Additional Documents & Tests for Civil Engineering (CE)                ...(5.37)

Residual Property Relations | Additional Documents & Tests for Civil Engineering (CE)               ...(5.38)

The document Residual Property Relations | Additional Documents & Tests for Civil Engineering (CE) is a part of the Civil Engineering (CE) Course Additional Documents & Tests for Civil Engineering (CE).
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FAQs on Residual Property Relations - Additional Documents & Tests for Civil Engineering (CE)

1. What are residual property relations in civil engineering?
Ans. Residual property relations in civil engineering refer to the relationships between the residual properties of materials and their corresponding mechanical behavior. These relations are used to understand and predict the behavior of materials under different loading conditions and to design structures accordingly.
2. How are residual property relations determined in civil engineering?
Ans. Residual property relations in civil engineering are determined through experimental testing and analysis. Materials are subjected to controlled loading and unloading cycles, and the resulting residual properties, such as residual strains or residual stresses, are measured. These data are then analyzed to establish the relationships between the applied loading and the residual properties.
3. Why are residual property relations important in civil engineering?
Ans. Residual property relations are important in civil engineering as they provide valuable information about the long-term behavior and durability of materials and structures. By understanding how materials behave after experiencing loadings, engineers can design structures that can withstand the effects of cyclic loading, temperature changes, and other environmental factors.
4. What are some practical applications of residual property relations in civil engineering?
Ans. Residual property relations in civil engineering have several practical applications. They are used in the design of bridges, buildings, and other structures to ensure their long-term integrity and safety. Residual property relations are also employed in the assessment and repair of existing structures, as they help determine the extent of damage and the need for reinforcement or rehabilitation.
5. Can residual property relations be used to predict the service life of civil engineering structures?
Ans. Yes, residual property relations can be used to some extent to predict the service life of civil engineering structures. By understanding how materials degrade over time due to cyclic loading or other factors, engineers can estimate the remaining life of a structure and plan for necessary maintenance or replacement. However, it is important to consider other factors such as environmental conditions and maintenance practices, as they can also significantly affect the service life of a structure.
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