Diprotic acid versus monoprotic strong base

What is the formula of the titration curve of a diprotic acid versus a monoprotic strong base?

Consider a solution containing water, a diprotic acid of concentration Ca and a strong base of concentration Cb with the following equilibria:

H_2O(l)\rightleftharpoons H^+(aq)+OH^-(aq)

H_2A(aq)\rightleftharpoons H^+(aq)+HA^-(aq)\; \; \; \; \; \; \; \; (13)

HA^-(aq)\rightleftharpoons H^+(aq)+A^{2-}(aq)\; \; \; \; \; \; \; \; (14)

BOH(aq)\rightleftharpoons B^+(aq)+OH^-(aq)

With reference to charge balance of the above equilibria, the sum of the number of moles of cations H+ and B+ must equal to that of anions HA, A2- and OH. As the volume is of the solution is common to all ions,

[H^+]+[B^+]=[OH^-]+[HA^-]+2[A^{2-}]\; \; \; \; \; \; \; \; (15)

Read this article to understand how to arrive at eq15.

With reference to eq13 and eq14, at any point of the titration, the sum of the number of moles of H2A, HA and A2 must equal to the number of moles of H2A if it were undissociated. As the change in volume of the solution is common to all ions,

[H_2A]+[HA^-]+[A^{2-}]=\frac{C_aV_a}{V_a+V_b}\; \; \; \; \; \; \; \; (16)

where Va and Vb are the volume of diprotic acid in the solution and the volume of strong monoprotic base in the solution respectively. The equilibrium constant equations of eq13 and that of eq14 are:

[H_2A]=\frac{[H^+][HA^-]}{K_{a1}}\; \; \; \; \; \; \; \; (16a)

[HA^-]=\frac{[H^+][A^{2-}]}{K_{a2}}\; \; \; \; \; \; \; \; (16b)

Substitute eq16b in eq16a

[H_2A]=\frac{[H^+]^2[A^{2-}]}{K_{a1}K_{a2}}\; \; \; \; \; \; \; \; (17)

Substitute eq16b and eq17 in eq16 and rearranging,

[A^{2-}]=\frac{C_aV_aK_{a1}K_{a2}}{(V_a+V_b)([H^+]^2+[H^+]K_{a1}+K_{a1}K_{a2})}\; \; \; \; \; \; \; \; (17a)

Substitute eq17a in eq16b

[HA^-] =\frac{C_aV_aK_{a1}[H^+]}{(V_a+V_b)([H^+]^2+[H^+]K_{a1}+K_{a1}K_{a2})}\; \; \; \; \; \; \; \; (18)

Substitute eq7, eq17a, eq18, Kw = [H+][OH] and [H+] = 10-pH in eq15,

10^{-pH}+\frac{C_bV_b}{V_a+V_b}=\frac{K_w}{10^{-pH}}+\frac{C_aV_aK_{a1}10^{-pH}}{(V_a+V_b)(10^{-2pH}+10^{-pH}K_{a1}+K_{a1}K_{a2})}+\frac{2C_aV_aK_{a1}K_{a2}}{(V_a+V_b)(10^{-2pH}+10^{-pH}K_{a1}+K_{a1}K_{a2})}\; \; \; \; \; \; \; \; (19)

Eq19 is the complete pH titration curve for a diprotic acid (either strong or weak) versus monoprotic strong base system. We can input it in a mathematical software to generate a curve of pH against Vb. For example, if we titrate 10 cm3 of 0.200 M of H2SO4 (Ka1 = 1000, Ka2 = 1.02 x 10-2) with 0.100 M of NaOH, we have the following:

To understand the change in pH near the 1st stoichiometric point versus the change in Vb, we assume that one drop of base is about 0.05 cm3 and substitute 19.95 cm3, 20.00 cm3 and 20.05 cm3 into eq19. The respective pH just before and just after the 1st stoichiometric point (SP) are:

One drop before SP SP

One drop after SP

Volume, cm3

19.95 20.00

20.05

pH

1.665 1.668

1.670

The data shows that two drops of base cause a change of only 0.005 in pH before and after the 1st stoichiometric point, which means we cannot monitor it during the titration process. The 1st stoichiometric point is not discernable as the 1st dissociation constant is a very large value, i.e. the first ionisation is complete. As for the 2nd stoichiometric point,

One drop before SP SP

One drop after SP

Volume, cm3

39.95 40.00

40.05

pH

4.69 7.35

10.00

The data shows that just two drops of titrant cause a relatively big change of 5.31 in pH before and after the 2nd stoichiometric point. We can therefore use many different indicators that work within the range of the change in pH at the 2nd stoichiometric point to monitor the titration.

Another example is the titration of 10 cm3 of 0.200 M of H2CO3 (Ka1 = 4.5 x 10-7, Ka2 = 4.8 x 10-11) with 0.100M of NaOH. Using eq19, we have:

The changes of pH at both stoichiometric points are not sharp, with the 2nd one almost non-discernable. Finally, for the titration of 10 cm3 of 0.200 M of H2SO3 (Ka1 = 1.5 x 10-2, Ka2 = 6.2 x 10-8) with 0.100M of NaOH, we have:

 

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Triprotic acid versus monoprotic strong base

What is the formula of the titration curve of a triprotic acid versus a strong base?

Consider a solution containing water, a triprotic acid of concentration Ca and a strong base of concentration Cb with the following equilibria:

H_2O(l)\rightleftharpoons H^+(aq)+OH^-(aq)

H_3A(aq)\rightleftharpoons H^+(aq)+H_2A^-(aq)\; \; \; \; \; \; \; \; (20)

H_2A^-(aq)\rightleftharpoons H^+(aq)+HA^{2-}(aq)\; \; \; \; \; \; \; \; (21)

HA^{2-}(aq)\rightleftharpoons H^+(aq)+A^{3-}(aq)\; \; \; \; \; \; \; \; (22)

BOH(aq)\rightleftharpoons B^+(aq)+OH^-(aq)

With reference to charge balance of the above equilibria, the sum of the number of moles of cations H+ and B+ must equal to that of anions H2A, HA2-, A3- and OH. As the volume is of the solution is common to all ions,

[H^+]+[B^+]=[OH^-]+[H_2A^-]+2[HA^{2-}]+3[A^{3-}]\; \; \; \; \; \; \; \; (23)

Read this article to understand how to arrive at eq23.

With reference to eq20, eq21 and eq22, at any point of the titration, the sum of the number of moles of H3A, H2A, HA2- and A3 must equal to the number of moles of H3A if it were undissociated. As the change in volume of the solution is common to all ions,

[H_3A]+[H_2A^-]+[HA^{2-}]+[A^{3-}]=\frac{C_aV_a}{V_a+V_b}\; \; \; \; \; \; \; \; (24)

where Va and Vb are the volume of triprotic acid in the solution and the volume of strong monoprotic base in the solution respectively.

The equilibrium constant equations of eq20, eq21 and eq22 are:

[H_3A]=\frac{[H^+][H_2A^-]}{K_{a1}}\; \; \; \; \; \; \; \; (24a)

[H_2A^-]=\frac{[H^+][HA^{2-}]}{K_{a2}}\; \; \; \; \; \; \; \; (24b)

[HA^{2-}]=\frac{[H^+][A^{3-}]}{K_{a3}}\; \; \; \; \; \; \; \; (24c)

Substituting eq24c into eq24b gives:

[H_2A^-]=\frac{[H^+]^2[A^{3-}]}{K_{a2}K_{a3}}\; \; \; \; \; \; \; \; (25)

Substituting eq25 into eq24a yields:

[H_3A]=\frac{[H^+]^3[A^{3-}]}{K_{a1}K_{a2}K_{a3}}\; \; \; \; \; \; \; \; (26)

Substituting eq26, eq25 and eq24c into eq24 and rearranging results in:

[A^{3-}]=\frac{C_aV_aK_{a1}K_{a2}K_{a3}}{(V_a+V_b)([H^+]^3+[H^+]^2K_{a1}+[H^+]K_{a1}K_{a2}+K_{a1}K_{a2}K_{a3})}\; \; \; \; \; \; \; \; (27)

Substituting eq23 into eq24a and eq24b gives:

[H_2A^-]=\frac{[H^+]^2C_aV_aK_{a1}}{(V_a+V_b)([H^+]^3+[H^+]^2K_{a1}+[H^+]K_{a1}K_{a2}+K_{a1}K_{a2}K_{a3})}\; \; \; \; \; \; \; \; (28)

and

[HA^{2-}]=\frac{[H^+]C_aV_aK_{a1}K_{a2}}{(V_a+V_b)([H^+]^3+[H^+]^2K_{a1}+[H^+]K_{a1}K_{a2}+K_{a1}K_{a2}K_{a3})}\; \; \; \; \; \; \; \; (29)

Substituting eq7, eq27, eq28, eq29, Kw = [H+][OH] and [H+] = 10-pH into eq23 yields:

10^{-pH}+\frac{C_bV_b}{V_a+V_b}=\frac{K_w}{10^{-pH}}+A+B+C\; \; \; \; \; \; \; \; (30)

where

A=\frac{10^{-2pH}C_aV_aK_{a1}}{(V_a+V_b)(10^{-3pH}+10^{-2pH}K_{a1}+10^{-pH}K_{a1}K_{a2}+K_{a1}K_{a2}K_{a3})}

B=\frac{2\times 10^{-pH}C_aV_aK_{a1}K_{a2}}{(V_a+V_b)(10^{-3pH}+10^{-2pH}K_{a1}+10^{-pH}K_{a1}K_{a2}+K_{a1}K_{a2}K_{a3})}

C=\frac{3C_aV_aK_{a1}K_{a2}K_{a3}}{(V_a+V_b)(10^{-3pH}+10^{-2pH}K_{a1}+10^{-pH}K_{a1}K_{a2}+K_{a1}K_{a2}K_{a3})}

Eq30 is the complete pH titration curve for a triprotic acid (either strong or weak) versus monoprotic strong base system. We can input it in a mathematical software to generate a curve of pH against Vb. For example, if we titrate 10 cm3 of 0.200 M of H3PO4 (Ka1 = 7.11 x 10-3, Ka2 = 6.00 x 10-8 , Ka3 = 4.80 x 10-13 ) with 0.100 M of NaOH, we have the following:

The 1st and 2nd stoichiometric points are titrated using methyl orange and thymolphthalein as indicators respectively, while the 3rd stoichiometric point is non-discernible. Another way to titrate phosphoric acid is to first react it with excess cation to completely precipitate the phosphate salt, thereby releasing all H+, which is then titrated with a strong base:

2H_3PO_4(aq)+3Ca^{2+}(aq)\rightarrow Ca_3(PO_4)_2(s)+6H^+(aq)

 

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Buffer capacity (solution chemistry)

The buffer capacity β of a solution is a measure of the solution’s resistance to changes in pH. It is defined as the number of moles of a strong acid or a strong base needed to change one unit of pH of 1.00 L of the solution.

Mathematically,

\beta=\frac{dc_b}{dpH}\; \; \; \; \; \; \; \; (1)

or

\beta=-\frac{dc_a}{dpH}\; \; \; \; \; \; \; \; (2)

where cb is the number of moles per litre of a strong base, and ca is the number of moles per litre of a strong acid.

Since buffer capacity is defined as a positive value, eq2 has a negative sign because the change in pH is negative when a strong acid is added to the buffer solution.

 

Question

Is a strong base versus strong acid system a buffer?

Answer

According to the above definition, a strong base versus strong acid system can also be considered a buffer, but with negligible buffer capacity. This is because a strong acid is fully dissociated in water, and any addition of a strong base reduces the concentration of H+; whereas an aqueous weak acid is partially dissociated, and any H+ removed by the base is partially replenished by further dissociation of the weak acid, thereby minimising the increase in the solution’s pH.

When an acid is added to the strong acid solution, any molecular acid formed by the combination of H+ from the added acid and the conjugate base of the strong acid immediately dissociates into the component ions. However, when H+ from an acid is added to a weak acid solution, it combines with the conjugate base of the weak acid, partially shifts the equilibrium of the weak acid’s dissociation to the left, thus minimising the decrease in the solution’s pH.

 

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Buffer capacity of an aqueous solution

The buffer capacity of an aqueous solution, βs, consists of the buffer capacities of the components of the solution:

\beta_s=\beta_w+\beta_a+\beta_b+...\; \; \; \; \; \; \; \; (7)

where βw is the buffer capacity of water, βa is the buffer capacity of a weak acid and βb is the buffer capacity of a weak base.

To prove that buffer capacities are additive, we substitute eq1 in eq7

\frac{dc_{b,s}}{dpH}=\frac{dc_{b,w}}{dpH}+\frac{dc_{b,a}}{dpH}+\frac{dc_{b,b}}{dpH}+...

\frac{dc_{b,s}}{dpH}=\frac{d\left (c_{b,w}+c_{b,a}+c_{b,b}+... \right )}{dpH}

 

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Buffer capacity of water

What is the formula describing the buffer capacity of water?

Consider a solution containing water and a strong base with the following equilibria:

H_2O(l)\rightleftharpoons H^+(aq)+OH^-(aq)

NaOH(aq)\rightleftharpoons Na^+(aq)+OH^-(aq)

With reference to the above equilibria, the sum of the number of moles of H+ and Na+ must equal to that of OH(see this article for details). As the volume of the solution is common to all ions,

[H^+]+[Na^+]=[OH^-]\; \; \; \; \; \; \; \; (3)

Substituting cb = [Na+] and Kw = [H+][OH] in eq3 yields

c_b=\frac{K_w}{[H^+]}-[H^+]

\frac{dc_b}{dpH}=\frac{dK_w[H^+]^{-1}}{dpH}-\frac{d[H^+]}{dpH}\; \; \; \; \; \; \; \; (4)

Substituting eq1 and pH = –log[H+] in eq4 gives

\beta_w=-\frac{dK_w[H^+]^{-1}}{dlog[H^+]}+\frac{d[H^+]}{dlog[H^+]}\; \; \; \; \; \; \; \; (4a)

\beta_w=ln10\left (\frac{K_w}{[H^+]}+[H^+] \right )\; \; \; \; \; \; \; \; (5)

To determine the maximum or minimum buffer capacity of water, we take the derivative of eq5 with respect to [H+] to give:

\frac{d\beta_w}{d[H^+]}=ln10\left (\frac{dK_w[H^+]^{-1}}{d[H^+]}+\frac{d[H^+]}{d[H^+]} \right )

\frac{d\beta_w}{d[H^+]}=ln10\left ( -\frac{K_w}{[H^+]^2}+1 \right )\; \; \; \; \; \; \; \; (6)

Letting \frac{d\beta_w}{d[H^+]}=0 yields

\frac{K_w}{[H^+]^2}=1

Substituting Kw = [H+][OH] in the above equation results in

[OH^-]=[H^+]

This means that a stationary point for the function in eq5 occurs when [OH] = [H+] , i.e. at pH = 7. Let’s investigate the nature of this stationary point by differentiating eq6 again.

\frac{d^{\, 2}\beta_w}{d[H^+]^2}=2ln10\frac{K_w}{[H^+]^3}

Substituting Kw = [H+][OH] in the above equation, and noting that [OH] = [H+], gives

\frac{d^{\, 2}\beta_w}{d[H^+]^2}=\frac{2ln10}{[H^+]}

\frac{d^{\, 2}\beta_w}{d[H^+]^2}> 0

If we repeat the above steps and consider the case of the addition of a strong acid to water, we end up with the same conclusion. Hence, water has minimum buffer capacity at pH = 7.

The buffer capacity of water over the entire range of pH can be found by substituting [H+] = 10-pH in eq5 to give

\beta_w=ln10\left ( \frac{K_w}{10^{-pH}}+10^{-pH} \right )\; \; \; \; \; \; \; \; (6a)

The plot of the above equation with βw as the vertical axis and pH as the horizontal axis is shown in the diagram below.

From the graph, the buffering capacity of water increases infinitesimally from a minimum of 0 at pH 7, to 0.023 at pH 2 on the left and pH 12 on the right, and then drastically to 2.303 at pH 0 on the left and pH 14 on the right. This means that water is only relatively effective as a buffer at extreme pH levels.

 

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Buffer capacity (monoprotic weak acid and its conjugate base)

What is the formula describing the buffer capacity of an aqueous monoprotic weak acid and its conjugate base?

Consider a solution containing water, a strong base and a weak acid, HA, with the following equilibria:

H_2O(l)\rightleftharpoons H^+(aq)+OH^-(aq)

NaOH(aq)\rightleftharpoons Na^+(aq)+OH^-(aq)

HA(aq)\rightleftharpoons H^+(aq)+A^-(aq)

With reference to the above equilibria, the sum of the number of moles of H+ and Na+ must equal to that of OH and A(see this article for details). As the volume is of the solution is common to all ions,

[H^+]+[Na^+]=[OH^-]+[A^-]

Substituting cb = [Na+] and Kw = [H+][OH] in the above equation gives

c_b=\frac{K_w}{[H^+]}-[H^+]+[A^-]

Multiplying the term [A] on the RHS of the above equation by  \left (\frac{[HA]+[A^-]}{[HA]+[A^-]} \right )\left (\frac{[H^+]/[HA]}{[H^+]/[HA]} \right ) and noting that K_a = \frac{[H^+][A^-]}{[HA]}, yields

c_b=\frac{K_w}{[H^+]}-[H^+]+\frac{[HA]_TK_a}{K_a+[H^+]}

where [HA]T =[HA] + [A].

\frac{dc_b}{dpH}=\frac{dK_w[H^+]^{-1}}{dpH}-\frac{d[H^+]}{dpH}+\frac{d\frac{[HA]_TK_a}{K_a+[H^+]}}{dpH}

Substituting eq1 and pH = –log[H+] in the above equation results in

\beta_s=-\frac{dK_w[H^+]^{-1}}{dlog[H^+]}+\frac{d[H^+]}{dlog[H^+]}-\frac{d\frac{[HA]_TK_a}{K_a+[H^+]}}{dlog[H^+]}

Substituting eq4a in the above equation gives

\beta_s=\beta_w-\frac{d\frac{[HA]_TK_a}{K_a+[H^+]}}{dlog[H^+]}\; \; \; \; \; \; \; \; (8)

Comparing eq8 with eq7 with βs = 0 (since we are considering the case where a strong base is added to a solution containing water and a weak acid)

\beta_a=-\frac{d\frac{[HA]_TK_a}{K_a+[H^+]}}{dlog[H^+]}\; \; \; \; \; \; \; \; (9)

Since Ka is a constant

\beta_a=\frac{[HA]_TK_a[H^+]ln10}{{\left ( K_a+[H^+] \right )^2}}\; \; \; \; \; \; \; \; (10)

To determine the maximum or minimum buffer capacity of the weak monoprotic acid buffer,

\frac{d\beta_a}{d[H^+]}=K_aln10\frac{d\frac{[HA]_T[H^+]}{\left ( K_a+[H^+] \right )^2}}{d[H^+]}

\frac{d\beta_a}{d[H^+]}=K_aln10\left \{\frac{\left (K_a+[H^+] \right )^2 [HA]_T-2[HA]_T[H^+]\left ( K_a+[H^+] \right )}{\left ( K_a+[H^+] \right )^4} \right \}\; \; \; \; \; \; \; \; (11)

Let \frac{d\beta_a}{d[H^+]}=0

K_a=[H^+]\; \; \; \; \; \; \; \; (12)

A stationary point for the function in eq10 occurs when Ka = [H+]. SinceK_a = \frac{[H^+][A^-]}{[HA]}

[HA]=[A^-]\; \; \; \; \; \; \; \; (13)

Let’s investigate the nature of this stationary point by differentiating eq11.

\frac{d^2\beta_a}{d[H^+]^2}=K_aln10\frac{d\frac{(K_a+[H^+])[HA]_T-2[HA]_T[H^+]}{(K_a+[H^+])^3}}{d[H^+]}

\frac{d^2\beta_a}{d[H^+]^2}=K_aln10\frac{2[HA]_T(K_a+[H^+])^2([H^+]-2K_a)}{(K_a+[H^+])^6}

\frac{d^2\beta_a}{d[H^+]^2}=K_aln10\frac{2[HA]_T(K_a+[H^+])^2[H^+]\frac{[HA]-2[A^-]}{[HA]}}{(K_a+[H^+])^6}

Substituting eq13 in the above equation yields

\frac{d^2\beta_a}{d[H^+]^2}=-\frac{2K_a(ln10)[HA]_T(K_a+[H^+])^2[H^+]}{(K_a+[H^+])^6}

\frac{d^2\beta_a}{d[H^+]^2}< 0

If we consider the case of the addition of a strong acid to the aqueous solution, we end up with the same conclusion. Hence, a monoprotic weak acid has maximum buffer capacity when [HA] = [A]. The buffer capacity of the monoprotic weak acid over the entire range of pH can be found by substituting [H+] = 10-pH in eq10 to give

\beta_a=\frac{[HA]_TK_a10^{-pH}ln10}{(K_a+10^{-pH})^2}\; \; \; \; \; \; \; \; (14)

Plotting the above equation with βa as the vertical axis and pH as the horizontal axis results in:

The total buffer capacity of an aqueous monoprotic weak acid is given by the combined equations of eq8 and eq9, i.e.

\beta_s=\beta_w+\beta_a\; \; \; \; \; \; \; \; (15)

The total buffer capacity of an aqueous monoprotic weak acid over the entire range of pH can be found by substituting eq6a and eq14 in eq15 to give

\beta_s=ln10\left ( \frac{K_w}{10^{-pH}}+10^{-pH} \right )+\frac{[HA]_TK_a10^{-pH}ln10}{(K_a+10^{-pH})^2}\; \; \; \; \; \; \; \; (16)

Using eq16 to plot a graph of βs versus pH for 1.0 M aqueous ethanoic acid (Ka = 1.75 x 10-5)  produces:

The graph shows a maximum point at (4.757,0.576) corresponding to the maximum buffer capacity at pH = 4.757, which is attributed to the ethanoic acid/ethanoate buffer pair; while the increased in buffer capacity below pH 2 and above pH 12 is attributed to water. If we scale the graph by multiplying eq16 throughout by a factor of 10 and plotting 10βs versus pH, we observe another two stationary points (minimum points), each corresponding to the sum of the minimum buffer capacity of the weak acid and the increased buffer capacity of water:

 

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Constitutive relation: hypothesis 4

The fourth constitutive relation hypothesis states that the properties of a fluid are isotropic, i.e., independent of direction.

For example, an object moving in a fluid encounters the same resistance regardless of the direction of movement. From eq11, the properties of a fluid are described by βijkl , which must be isotropic.

As described in the articles on tensors, the general form of a fourth-order isotropic tensor is:

\beta_{ijkl}=\lambda\delta_{ij}\delta_{kl}+\mu\delta_{ik}\delta_{jl}+\nu\delta_{il}\delta_{jk}\; \; \; \; \; \; \; (12)

From eq11 of the previous article, τij is symmetric. Therefore, τij =τji and

\beta_{ijkl}=\beta_{jikl}

Substitute eq12 in the above equation, we have

\left ( \mu-\nu \right )\delta_{ik}\delta_{jl}=\left ( \mu-\nu \right )\delta_{il}\delta_{jk}

\mu=\nu\; \; \; \; \; \; \; (13)

Substitute eq13 in eq12,

\beta_{ijkl}=\lambda\delta_{ij}\delta_{kl}+\mu\left (\delta_{ik}\delta_{jl}+\delta_{il}\delta_{jk}\right )\; \; \; \; \; \; \; (14)

Substitute eq14 in eq11,

\tau_{ij}=\frac{1}{2}\lambda\delta_{ij}\delta_{kl}\left ( \frac{\partial u_k}{\partial x_l}+\frac{\partial u_l}{\partial x_k}\right ) +\frac{1}{2}\mu\left (\delta_{ik}\delta_{jl}+\delta_{il}\delta_{jk}\right )\left ( \frac{\partial u_k}{\partial x_l}+\frac{\partial u_l}{\partial x_k}\right )

\tau_{ij}=\frac{1}{2}\lambda\delta_{ij}\left ( \frac{\partial u_k}{\partial x_k}+\frac{\partial u_k}{\partial x_k}\right ) +\frac{1}{2}\mu\left (\delta_{ik}\frac{\partial u_k}{\partial x_j}+\delta_{ik}\frac{\partial u_j}{\partial x_k} +\delta_{il}\frac{\partial u_j}{\partial x_l}+\delta_{il}\frac{\partial u_l}{\partial x_j} \right )

\tau_{ij}=\lambda\delta_{ij} \frac{\partial u_k}{\partial x_k}+\mu\left (\frac{\partial u_i}{\partial x_j}+\frac{\partial u_j}{\partial x_i} \right )\; \; \; \; \; \; \; (15)

Substitute eq15 in eq3,

\sigma_{ij}=-p\delta_{ij}+\lambda\delta_{ij} \frac{\partial u_k}{\partial x_k}+\mu\left (\frac{\partial u_i}{\partial x_j}+\frac{\partial u_j}{\partial x_i} \right )\; \; \; \; \; \; \; (16)

The values of μ and λ can only be determined through experiments. μ is known as the shear viscosity of the fluid while λ is the volume viscosity of the fluid, which is zero for an incompressible fluid. Eq16 becomes:

\sigma_{ij}=-p\delta_{ij}+\mu\left (\frac{\partial u_i}{\partial x_j}+\frac{\partial u_j}{\partial x_i} \right )\; \; \; \; \; \; \; (17)

 

Question

Show that μ in eq16 and eq7 are the same.

Answer

Consider the flow of an incompressible fluid where the flow velocity components are u = u(y), v = 0 and w = 0. Using eq16, the stress components are:

\sigma_{11}=\sigma_{22}=\sigma_{33}=-p

\sigma_{12}=\sigma_{21}=\mu\frac{du}{dy}

with the remaining components equal to zero.

Clearly, the components of stress in this case include the pressure p and the shear stress  \mu\frac{du}{dy}, which is the result of the derivation of Newton’s law of viscosity, eq7. Hence, μ in eq16 and eq7 are the same.

 

 

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Constitutive relation: hypothesis 2

The second hypothesis, formulating the constitutive relation for an incompressible and viscous Newtonian fluid, states that the shear stress tensor is a linear function of the deformation tensor.

Consider a shear stress τ that is coplanar to a cross section of a Newtonian fluid ABCD as shown in the diagram below.

The fluid is continuously deformed by the force with different layers of the fluid having different velocities, for example, u(y) at point D and u(y + Δy) at point A. At time t, the body of fluid moves from ABCD to A’B’CD. Let’s define the shear strain in the fluid as \gamma=\frac{\Delta x}{\Delta y} where

\frac{\Delta x}{\Delta y}=\frac{\left [ u\left ( y+\Delta y \right )-u\left ( y \right ) \right ]\Delta t}{\Delta y}

If Δy → 0,

\gamma=\frac{du}{dy}\Delta t

If t is small,

\frac{d\gamma}{dt}=\frac{du}{dy}\; \; \; \; \; \; \; (5)

We call \frac{d\gamma}{dt} the shear strain rate and \frac{du}{dy} the velocity gradient of the fluid. Clearly, the greater the shear stress applied, the higher the value of the shear strain rate, i.e.:

\tau \propto \frac{d\gamma}{dt} = \mu\frac{d\gamma}{dt}\; \; \; \; \; \; \; (6)

where μ is the constant of proportionality, which is attributed to the resistance of the fluid to the shear stress.

We call this resistance, the viscosity of the fluid. Substituting eq5 in eq6, we have the Newton’s law of viscosity,

\tau=\mu\frac{du}{dy}\; \; \; \; \; \; \; (7)

When extended to three dimensions (see above diagram), eq7 becomes:

\tau_{yx}=\mu\frac{du_x}{dy}\; \; \; \; \; \; \; (7a)

From eq4 of the previous article, shear stress is a second-order tensor with nine components τij . Hence, the general form of eq7 is:

\tau_{ij}=\mu\frac{\partial u_j}{\partial x_i}

where for a Cartesian system, i = 1, 2, 3, j = 1, 2, 3 and x1  = xx2  = yx3  = z.

\frac{\partial u_j}{\partial x_i} can therefore be expressed as a second-order tensor (deformation tensor) of nine components. Since each of the nine components of τij is linearly proportional to each of the nine components of \frac{\partial u_j}{\partial x_i} , there are a total of 92 = 81 proportionality constants. In other words,

\tau_{ij}=\alpha_{ijkl}\frac{\partial u_k}{\partial x_l}\; \; \; \; \; \; \; (8)

where \alpha_{ijkl} is a fourth-order tensor of eighty one components, which can be representation by a 3x3x3x3 matrix for a Cartesian system. This satisfies hypothesis 2.

The fourth-order tensor, which is composed of the proportionality constants, characterises the properties of the fluid.

 

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Isotropic tensors

An isotropic Cartesian tensor is one where its components are identical in any orthogonal Cartesian system.

An isotropic property is one that is independent of direction, e.g. thermal expansion of a solid, and therefore has a quantity that is independent of the reference frame. An isotropic property can therefore be described by a Cartesian tensor like T'_{j_1j_2...j_n} in eq15

To evaluate the properties of an isotropic tensor, we begin by considering a generic fourth-order tensor T_{jlnp}, whose transformation is expressed by eq14:

T'_{ikmo}=a_{ij}a_{kl}a_{mn}a_{op}T_{jlnp}\; \; \; \; \; \; \; (16)

Since j, l, n and p, each of which ranges from 1 to 3, the 81 components of T'_{ikmo} are classified in four groups as follows:

    1. Components with four equal subscripts, i.e. T'_{1111}, T'_{2222} and T'_{3333}.
    2. Components with three equal subscripts, e.g. T'_{1211}, T'_{2223}, etc.
    3. Components with two different pairs of equal subscripts, e.g. T'_{1212}, T'_{3322}, T'_{1331}, etc.
    4. Components with one pair of equal subscripts, e.g. T'_{1213}, T'_{2213}, etc.

Next, consider the transformation of T_{jlnp} to T'_{ikmo} as a rotation about the x3-axis of \theta=180^o where xcoincides with x’(x’3 is equal to xand is perpendicular to the plane of the page). From eq12, the transformation matrix is:

a_{ij}\: or\: a_{kl}\: or\: a_{mn}\: or\: a_{op}=\begin{pmatrix} cos\theta &sin\theta &0 \\ -sin\theta &cos\theta &0 \\ 0 &0 &1 \end{pmatrix}=\begin{pmatrix} -1 &0 &0 \\ 0 &-1 &0 \\ 0 &0 &1 \end{pmatrix}

Therefore, a_{11}=a_{22}=-1 and a_{33}=1, with the rest of the components of the transformation matrix equal to zero. From eq16, a component of group 2 of the above classification is:

T'_{1113}=a_{1j}a_{1l}a_{1n}a_{3p}T_{jlnp}=a_{11}a_{11}a_{11}a_{31}T_{1111}+a_{11}a_{11}a_{11}a_{32}T_{1112}

+a_{11}a_{11}a_{11}a_{33}T_{1113}+...\; \; \; \; \; \; \; (17)

Substituting a_{11}=a_{22}=-1a_{33}=1 and a_{i\neq j}=0 in eq17, we have:

T'_{1113}=-T_{1113}\; \; \; \; \; \; \; (18)

If T_{jlnp} is an isotropic tensor, T'_{1113}=T_{1113} (since an isotropic Cartesian tensor is one where its components are identical in any orthogonal Cartesian system). Hence, the only way to satisfy eq18 is for T'_{1113}=T_{1113}=0. Otherwise, the value of T'_{1113} varies with the value of T_{1113}, e.g. when T_{1113}=-7, T'_{1113}=7.

Another component of group 2 of the above classification is T'_{1211} where after expanding and substituting with a_{11}=a_{22}=-1a_{33}=1 and a_{i\neq j}=0,

T'_{1211}=T_{1211}\; \; \; \; \; \; \; (20)

Eq20 shows that T'_{1211}=T_{1211} but does not indicate the value of either component. If the rotation is instead made about the x2-axis at \theta=180^o, the transformation matrix is:

\begin{pmatrix} cos\theta & 0 &sin\theta \\ 0 & 1 &0 \\ -sin\theta &0 &cos\theta \end{pmatrix}=\begin{pmatrix} -1 &0 &0 \\ 0 &1 &0 \\ 0 &0 &-1 \end{pmatrix}

We have a_{11}=a_{33}=-1,a_{22}=1, and a_{i\neq j}=0, giving T'_{1211}=-T_{1211}. If T_{jlnp} is an isotropic tensor,

T'_{1211}=T_{1211}=0\; \; \; \; \; \; \; (22)

Repeating the above steps and assuming that T_{jlnp} is an isotropic tensor, we find that all the components of T'_{ikmo} in group 2 and group 4 are zero, which means that all the components of T_{jlnp} in group 2 and group 4 are zero.

We shall now analyse the components of group 1 by a rotation about the x3-axis at \theta=90^o with the transformation matrix:

\begin{pmatrix} cos\theta &sin\theta &0 \\ -sin\theta &cos\theta &0 \\ 0 &0 &1 \end{pmatrix}=\begin{pmatrix} 0 &1 &0 \\ -1 &0 &0 \\ 0 &0 &1 \end{pmatrix}

We have T'_{1111}=T_{2222},T'_{2222}=T_{1111},T'_{3333}=T_{3333}.

A rotation about the x2-axis at \theta=90^o involves the transformation matrix:

\begin{pmatrix} cos\theta & 0&sin\theta \\ 0 &1 &0 \\ -sin\theta &0 & cos\theta\end{pmatrix}=\begin{pmatrix} 0 &0 &1 \\ 0 &1 &0 \\ -1 &0 &0 \end{pmatrix}

and gives T'_{1111}=T_{3333},T'_{2222}=T_{2222},T'_{3333}=T_{1111}.

Comparing the six equations T'_{1111}=T_{2222},T'_{2222}=T_{1111},T'_{3333}=T_{3333}  and T'_{1111}=T_{3333},T'_{2222}=T_{2222},T'_{3333}=T_{1111}, all the components of T'_{ikmo} in group 1 are equal to one another, which means that all the components of T_{jlnp} in group 1 are equal to one another.

Finally, let’s look at the components in group 3. Under a rotation about the x3-axis at \theta=90^o, we have T'_{1122}=T_{2211},T'_{2233}=T_{1133},T'_{3311}=T_{3322}.

A rotation about the x2-axis at \theta=90^o gives T'_{1122}=T_{3322},T'_{2233}=T_{2211},T'_{3311}=T_{1133}.

Comparing the six equations T'_{1122}=T_{2211},T'_{2233}=T_{1133},T'_{3311}=T_{3322}  and T'_{1122}=T_{3322},T'_{2233}=T_{2211},T'_{3311}=T_{1133} , components in group 3 of T'_{ikmo} (which is equal to the components in group 3 of T_{jlnp}) with i = k and m = o are equal to one another. Repeating the above steps, we can show that components in group 3 with i = m and k = o are equal to one another and those with i = o and k = m are equal to one another.

Therefore, if T_{jlnp} is an isotropic tensor:

i) components of T'_{ikmo} with i = k = m = o are equal and therefore T_{jlnp} with j = l = n = p are equal

ii) components of T'_{ikmo} with i = k ≠ m = o are equal and therefore T_{jlnp} with j = l ≠ n = p are equal

iii) components of T'_{ikmo} with i = m ≠ k = o are equal and therefore T_{jlnp} with j = n ≠ l = p are equal

iv) components of T'_{ikmo} with i = o ≠ k = m are equal and therefore T_{jlnp} with j = pl = n are equal

v) all other components not mentioned are equal to zero

Note that components of parts ii, iii and iv belong to group3 of the isotropic tensor. Now, consider a case of T_{jlnp} where components of T_{jlnp} in iii and iv are set to zero (T_{jlnp} is still an isotropic tensor but with more components equal to zero). A rotation about the x3-axis at \theta=45^o gives the transformation matrix:

\begin{pmatrix} cos\theta &sin\theta &0 \\ -sin\theta &cos\theta &0 \\ 0 & 0 &1 \end{pmatrix}=\begin{pmatrix} \frac{\sqrt{2}}{2} & \frac{\sqrt{2}}{2} & 0\\ -\frac{\sqrt{2}}{2} & \frac{\sqrt{2}}{2} &0 \\ 0 &0 &1 \end{pmatrix}

Since components in part iii and part iv are set to zero and the conditions of part v applies, we have T'_{1111}=\frac{1}{4}T_{1111}+\frac{1}{4}T_{1122}+\frac{1}{4}T_{2211}+\frac{1}{4}T_{2222} . Furthermore, part i states that T_{1111}=T_{2222} and part ii states that T_{1122}=T_{2211} . So,

T'_{1111}=\frac{1}{2}\left ( T_{1111}+T_{1122}\right )\; \; \; \; \; \; \; (23)

If T_{jlnp} is an isotropic tensor,  T'_{1111}=T_{1111} and therefore, T_{1111}=T_{1122} . This means that all non-zero components of this particular T_{jlnp} have the same value, say, λ, where:

T_{jlnp}=\lambda\delta_{jl}\delta_{np}\; \; \; \; \; \; \; (24)

where \delta_{jl} and \delta_{np} are Kronecker deltas.

Using the same logic by considering the cases of T_{jlnp} where components of T_{jlnp} in part ii and part iv are set to zero and where components of T_{jlnp} in part ii and part iii are set to zero, we have:

T_{jlnp}=\mu\delta_{jn}\delta_{lp}\; \; \; \; \; \; \; (25)

and

T_{jlnp}=\nu\delta_{jp}\delta_{ln}\; \; \; \; \; \; \; (26)

respectively.

Therefore, we can write the general form of the fourth-order isotropic tensor as:

T_{jlnp}=\lambda\delta_{jl}\delta_{np}+\mu\delta_{jn}\delta_{lp}+\nu\delta_{jp}\delta_{ln}\; \; \; \; \; \; \; (27)

 

Question

Show that T_{jlnp} in eq27 continues to satisfy parts i to v, all of which are needed to define a fourth-order isotropic tensor.

Answer

In eq27,

i) the components of T_{jlnp} with j = l = n = p have values of \lambda+\mu+\nu and are therefore still equal to one another;

ii) the components of T_{jlnp} with j = l ≠ n = p have values of \lambda and are therefore still equal to one another;

iii) the components of T_{jlnp} with j = n ≠ l = p have values of \mu and are therefore still equal to one another;

iv) the components of T_{jlnp} with j = pl = n have values of \nu and are therefore still equal to one another;

v) all other components not mentioned are equal to zero.

Therefore, the general form of the fourth-order isotropic tensor is valid.

 

 

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Tensor and tensor transformation

A tensor is an array of numbers or functions that can be used to describe properties of a body, such as the scalar for temperature, the vector \begin{pmatrix} a_1\\a_2 \\a_3 \end{pmatrix}  for velocity, and the matrix \begin{pmatrix} \sigma_{11} &\sigma_{12}&\sigma_{13}\\ \sigma_{21} &\sigma_{22}&\sigma_{23}\\ \sigma_{31} &\sigma_{32}& \sigma_{33}\end{pmatrix}  for stress.

Tensors are categorised by their ranks (also known as order), where

    1. A zeroth-order tensor is an array representing a quantity that only has magnitude and no direction, i.e. a scalar.
    2. A first-order tensor is an array representing a quantity that has magnitude and a direction, i.e. a vector.
    3. A second-order tensor is an array representing a quantity that has magnitude and two directions.

The above implies that the number of elements of a tensor is 3n, where n is the order of the tensor.

Next, we shall investigate how the elements of a tensor, particularly a 2nd-order tensor, transform between two sets of coordinates. From an earlier articleuj, which is a set of three quantities, is known as a first order tensor (i.e. a vector). Consider the product of two first order tensors uand vl , whose elements with respect to another set of axes are given by:

u'_iv'_k=\left ( a_{ij}u_j \right )\left ( a_{kl}v_l \right )\; \; \; \; \; \; \; \; 12a

Since each term on the RHS of eq12a is a scalar, we can rewrite eq12a as

u'_iv'_k=a_{ij}a_{kl}u_jv_l=\sum_{j}\sum_{i}a_{ij}a_{kl}u_jv_l\; \; \; \; \; \; \; \; 12b

There are 9 possible products of u'_iv'_k because i = 1,2,3 and k = 1,2,3. In other words, u'_iv'_k is a set of 9 elements, each being a sum of nine quantities , e.g.

u'_1v'_1=a_{11}a_{11}u_1v_1+a_{11}a_{12}u_1v_2+a_{11}a_{13}u_1v_3

+a_{12}a_{11}u_2v_1+a_{12}a_{12}u_2v_2+a_{12}a_{13}u_2v_3

+a_{13}a_{11}u_3v_1+a_{13}a_{12}u_3v_2+a_{13}a_{13}u_3v_3

We can therefore represent the elements of u'_iv'_k by a 3×3 matrix \begin{pmatrix} u'_1v'_1 &u'_1v'_2&u'_1v'_3\\ u'_2v'_1&u'_2v'_2&u'_2v'_3\\ u'_3v'_1&u'_3v'_2&u'_3v'_3 \end{pmatrix}. Similarly, u_jv_l in eq12b is a multiplication of two first order tensors and can be represented by a 3×3 matrix \begin{pmatrix} u_1v_1 &u_1v_2&u_1v_3\\ u_2v_1&u_2v_2&u_2v_3\\ u_3v_1&u_3v_2&u_3v_3 \end{pmatrix}. This results in:

T'_{ik}=a_{ij}a_{kl}T_{jl}\; \; \; \; \; \; \; (13)

Eq13 indicates that each element of u'_1v'_1 in one reference frame is a result of the transformation of u_jv_l in a different reference frame by a_{ij}a_{kl} . In general, a set of nine quantities T_{jl} (as is the case of a second-order tensor) with reference to an orthogonal set of axes is transformed to another set of nine quantities T'_{ik} with reference to another orthogonal set of axes by the transformation matrix a_{ij}a_{kl}.

Using the same logic, a third order tensor transforms as follows:

u'_iv'_kw'_m=\left ( a_{ij}u_j \right )\left ( a_{kl}u_l \right )\left ( a_{mn}u_n \right )=a_{ij}a_{kl}a_{mn}u_jv_lw_n

T'_{ikm}=a_{ij}a_{kl}a_{mn}T_{jln}

and a fourth order tensor:

u'_iv'_kw'_mx'_o=\left ( a_{ij}u_j \right )\left ( a_{kl}u_l \right )\left ( a_{mn}u_n \right )\left ( a_{op}x_p \right )=a_{ij}a_{kl}a_{mn}a_{op}u_jv_lw_nx_p

T'_{ikmo}=a_{ij}a_{kl}a_{mn}a_{op}T_{jlnp}\; \; \; \; \; \; \; (14)

In general, a tensor of rank n is a quantity that transforms from one set of orthogonal axes to another set of orthogonal axes according to:

T'_{j_1,j_2...j_n}=a_{j_1k_1}a_{j_2k_2}...a_{j_nk_n}T_{k_1k_2...k_n}\; \; \; \; \; \; \; (15)

 

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