In Section 2.6 it was noted that the net bonding energy \(E_{N}\) between two isolated positive and negative ions is a function of interionic distance \(r\) as follows: $$E_{N}=-\frac{A}{r}+\frac{B}{r^{n}}\quad\quad\quad (6.25)$$ where \(A, B,\) and \(n\) are constants for the particular ion pair. Equation 6.25 is also valid for the bonding energy between adjacent ions in solid materials. The modulus of elasticity \(E\) is proportional to the slope of the interionic force-separation curve at the equilibrium interionic separation; that is, $$E \propto\left(\frac{d F}{d r}\right)_{r_{0}}$$ Derive an expression for the dependence of the modulus of elasticity on these \(A, B,\) and \(n\) parameters (for the two-ion system) using the following procedure: 1\. Establish a relationship for the force \(F\) as a function of \(r,\) realizing that $$F=\frac{d E_{N}}{d r}$$ 2\. Now take the derivative \(d F / d r\). 3\. Develop an expression for \(r_{0},\) the equilibrium separation. since \(r_{0}\) corresponds to the value of \(r\) at the minimum of the \(E_{N^{-} \text {versus- } r}\) curve (Figure \(2.8 b\) ), take the derivative \(d E_{N} / d r,\) set it equal to zero, and solve for \(r\) which corresponds to \(r_{0}\). 4\. Finally, substitute this expression for \(r_{0}\) into the relationship obtained by taking \(d F / d r\).

Short Answer

Expert verified
Question: Derive an expression for the dependence of the modulus of elasticity, \(E\), on the constants \(A\), \(B\), and \(n\). Answer: \(E \propto \left( -\frac{2A}{( \frac{Bn}{A})^{3/(n-1) }} + \frac{(n+1)Bn}{( \frac{Bn}{A})^{(n+2)/(n-1)}}\right)\)

Step by step solution

01

Establish a relationship for the force \(F\) as a function of \(r\)

Given that \(F=\frac{dE_N}{dr}\), let's differentiate the equation for \(E_N\) with respect to \(r\).
02

Differentiate \(E_N\) with respect to \(r\)

$$ F = \frac{dE_N}{dr} = \frac{d(-\frac{A}{r}+\frac{B}{r^n})}{dr} $$ Applying the chain rule of differentiation, we get $$ F = \frac{d(-Ar^{-1}+Br^{-n})}{dr} = A \frac{d(r^{-1})}{dr} - Bn \frac{d(r^{-n})}{dr} $$ Now, we've calculations: $$ \frac{d(r^{-1})}{dr} = -r^{-2} \quad\quad \text{and} \quad\quad \frac{d(r^{-n})}{dr} = -nr^{-n-1} $$ Substitute these back into the expression for \(F\): $$ F = A(-r^{-2}) - Bn(-nr^{-n-1}) = \frac{A}{r^2} - \frac{Bn}{r^{n+1}} $$
03

Develop an expression for \(r_0\), the equilibrium separation

To find the equilibrium separation \(r_0\), we need to find the point at which the bonding energy \(E_N\) is at a minimum. This corresponds to the value of \(r\) at which \(\frac{dE_N}{dr} = 0\). $$ 0 = \frac{A}{r_0^2} - \frac{Bn}{r_0^{n+1}} $$ Rearranging this equation to solve for \(r_0\): $$ \frac{A}{r_0^2} = \frac{Bn}{r_0^{n+1}} \Rightarrow r_0^{n+1-2} = r_0^{n-1} = \frac{Bn}{A} $$
04

Substitute the expression for \(r_0\) into the relationship obtained by taking \(dF/dr\)

Substitute the expression for \(r_0\) in terms of \(A\), \(B\), and \(n\) back into the expression for \(F\): $$ F = \frac{A}{r^2} - \frac{Bn}{r^{n+1}} $$ To find the expression for the modulus of elasticity \(E\), we need to find the derivative \(dF/dr\) and evaluate it at the equilibrium separation \(r_0\). $$ E \propto \left(\frac{dF}{dr}\right)_{r_0} \propto \left(\frac{d(\frac{A}{r^2} - \frac{Bn}{r^{n+1}})}{dr}\right)_{r_0} $$ Differentiate the expression for \(F\) with respect to \(r\): $$ \frac{dF}{dr} = -\frac{2A}{r^3} + \frac{(n+1)Bn}{r^{n+2}} $$ Now, evaluate this expression at \(r_0\): $$ \left(\frac{dF}{dr}\right)_{r_0} = -\frac{2A}{r_0^3} + \frac{(n+1)Bn}{r_0^{n+2}} $$ Using the expression for \(r_0\) in terms of \(A\), \(B\), and \(n\), we substitute back: $$ \left(\frac{dF}{dr}\right)_{r_0} = -\frac{2A}{( \frac{Bn}{A})^{3/(n-1) }} + \frac{(n+1)Bn}{( \frac{Bn}{A})^{(n+2)/(n-1)}} $$ Thus, we have derived an expression for the dependence of the modulus of elasticity on the constants \(A\), \(B\), and \(n\): $$ E \propto \left(\frac{dF}{dr}\right)_{r_0} $$

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Most popular questions from this chapter

A specimen of copper having a rectangular cross section \(15.2 \mathrm{mm} \times 19.1 \mathrm{mm}(0.60 \mathrm{in.} \times\) \(0.75 \text { in. })\) is pulled in tension with \(44,500 \mathrm{N}\) \(\left(10,000 \mathrm{lb}_{\mathrm{f}}\right)\) force, producing only elastic deformation. Calculate the resulting strain.

Taking the logarithm of both sides of Equation 6.19 yields $$\log \sigma_{T}=\log K+n \log \epsilon_{T}\quad\quad\quad\quad(6.27)$$ Thus, a plot of \(\log \sigma_{T}\) versus \(\log \epsilon_{T}\) in the plastic region to the point of necking should yield a straight line having a slope of \(n\) and an intercept (at \(\log \sigma_{T}=0\) ) of \(\log K\). Using the appropriate data tabulated in Problem 6.28 , make a plot of \(\log \sigma_{T}\) versus log \(\epsilon_{T}\) and determine the values of \(n\) and \(K\). It will be necessary to convert engineering stresses and strains to true stresses and strains using Equations 6.18 and 6.18 b.

A brass alloy is known to have a yield strength of \(240 \mathrm{MPa}(35,000 \mathrm{psi}),\) a tensile strength of \(310 \mathrm{MPa}(45,000 \mathrm{psi}),\) and an elastic modulus of 110 GPa \(\left(16.0 \times 10^{6} \mathrm{psi}\right) .\) A cylindrical specimen of this alloy \(15.2 \mathrm{mm}(0.60 \mathrm{in.})\) in diameter and \(380 \mathrm{mm}(15.0 \mathrm{in.})\) long is stressed in tension and found to elongate \(1.9 \mathrm{mm}\) \((0.075 \text { in. }) .\) On the basis of the information given, is it possible to compute the magnitude of the load that is necessary to produce this change in length? If so, calculate the load. If not, explain why.

Consider a cylindrical specimen of a steel alloy (Figure \(6.21) 8.5 \mathrm{mm}(0.33 \text { in. })\) in diameter and \(80 \mathrm{mm}(3.15 \text { in. })\) long that is pulled in tension. Determine its elongation when a load of \(65,250 \mathrm{N}\left(14,500 \mathrm{lb}_{\mathrm{f}}\right)\) is applied.

A cylindrical rod of steel \((E=207 \mathrm{GPa}, 30 \times\) \(\left.10^{6} \text { psi }\right)\) having a yield strength of \(310 \mathrm{MPa}\) \((45,000 \mathrm{psi})\) is to be subjected to a load of \(11,100 \mathrm{N}\left(2500 \mathrm{lb}_{\mathrm{f}}\right) .\) If the length of the rod is \(500 \mathrm{mm}(20.0 \text { in. }),\) what must be the diameter to allow an elongation of \(0.38 \mathrm{mm}(0.015 \text { in. }) ?\)

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