Materials Science and Engineering Properties, SI Edition
Materials Science and Engineering Properties, SI Edition
1st Edition
ISBN: 9781305178175
Author: GILMORE, Charles
Publisher: Cengage Learning
bartleby

Concept explainers

Question
Book Icon
Chapter 4, Problem 4.15P
To determine

(a)

The fraction of atom sites those are vacant in gold at the given temperature.

Expert Solution
Check Mark

Answer to Problem 4.15P

The fraction of atom sites that are vacant in gold at the 1000K is 1.84×105vacancies/atom.

Explanation of Solution

Given:

The enthalpy of formation of one vacancy in pure gold is 0.94eV.

The temperature is 1000K.

Formula used:

The expression to calculate the fraction of atom sites that are vacant is gold is give by,

nvN=exp(ΔHvkT)   ......... (I)

Here, nvN is the fraction of atom sites that are vacant, k is the Boltzmann’s constant, T is the temperature at which the vacancy sites are formed and ΔHv is the enthalpy of vacancy formation.

Calculation:

The fraction of atom sites that are vacant is calculated as,

Substitute 8.62×105eV/atomK for k, 0.94eV for ΔHv, and 1000K for T in equation (I).

nvN=exp( 0.94eV ( 8.62× 10 5 eV/ atomK )( 1000K ))=exp(10.9048)=1.84×105vacancies/atom

Conclusion:

Therefore, the fraction of atoms that are vacant in gold at the 1000K is 1.84×105vacancies/atom.

To determine

(b)

The contribution to the volume coefficient of expansion for gold due to the formation of vacancies.

Expert Solution
Check Mark

Answer to Problem 4.15P

The contribution to the volume coefficient of expansion for gold due to the formation of vacancies is 1.84×108K1.

Explanation of Solution

Formula used:

The relation between the fraction of atom sites that are vacant and the volume change is given by,

nvN=ΔVV0   ......... (II)

Here, ΔV is the change in volume, and V0 is the initial volume.

The expression for the volume coefficient of expansion of gold is given by,

αV=1V0dVdT   ....... (III)

Here, αV is the volume coefficient of expansion, dT is the change in temperature and dV is the change in volume.

Substitute nvN for dVV0 and (T2T1) for dT in equation (III).

αV=nvN(1T2T1)   ....... (IV)

Here, T1 is the initial temperature and T2 is the final temperature.

Calculation:

The volume coefficient of expansion for gold is calculated as,

Substitute 1.84×105vacancies/atom for nvN, 1000K for T2 and 0K for T1 in equation (IV).

αV=(1.84× 10 5)(1 1000K0K)=1.84× 10 51000K=1.84×108K1

Conclusion:

Therefore, the contribution to volume coefficient of expansion for gold is 1.84×108K1.

To determine

(c)

The fraction of volume coefficient of expansion for gold.

Expert Solution
Check Mark

Answer to Problem 4.15P

The fraction of volume coefficient of expansion for gold is 0.04.

Explanation of Solution

Formula used:

The fraction of volume of coefficient of expansion of gold is given by,

(αV)F=αVα   ....... (V)

Here, (αV)F is the fraction of volume of coefficient of expansion of gold and α is the actual coefficient of expansion of gold.

Calculation:

The fraction of volume of coefficient of expansion of gold is calculated as,

Substitute 1.84×108K1 for αV, and 42.6×108K1 for α in equation (V).

( α V)F=1.84× 10 8K 142.6× 10 8K 1=0.04

Conclusion:

Therefore, fraction of volume coefficient of expansion for gold is 0.04.

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
a) A 14-ft. tall and12-ft.-8-in. long fully grouted reinforced masonry wall is constructed of 8-in.CMU. It is to be analyzed for out-of-plane loading. Construct thenP -nM curves for the wallwith the following three vertical reinforcement scenarios: (1) 10 No. 6 bars at 16 in. spacing,(2) 10 No. 5 bars at 16 in. spacing, and (3) 7 No. 4 bars at 24 in. spacing. The steel is Grade60 with a modulus of elasticity of 29,000 ksi, and the masonry has a compressive strength of2,000 psi. You may use Excel or Matlab to construct the curves. Also, show the maximumnPallowed by the code for each case.(b) For each of the above reinforcement scenarios, determine the maximum axial loads that arepermitted for the tension-controlled condition and transition condition.(c) Discuss how the amount of vertical reinforcement affects thenPn-Mn curve.
YOU HAVE SET YOUR LEVEL UP AND ARE UTILIZING CP-101 ELEVATION FOR YOUR BENCHMARK AND HAVE THE FOLLOWING READING:CP-101=6.02YOUR FORM ELEVATION READINGS ("ATTACHED")( BEGINNING AT THE NORTHEAST BUILDING CORNER)AND WORKING IN A CLOCKWISE DIRECTION CHECKING THE BUILDING CORNER FORMSARE AS FOLLOWS: (CALCULATE THE ELEVATIONS OF 1-6 BELOW) 1. NE COR. = 1.152. SE COR. = 1.153. SW COR. = 1.354. (N) SW COR. = 1.155. INTERIOR = 1.306. NW COR. = 1.15
a) A 14-ft. tall and12-ft.-8-in. long fully grouted reinforced masonry wall is constructed of 8-in.CMU. It is to be analyzed for out-of-plane loading. Construct thenP -nM curves for the wallwith the following three vertical reinforcement scenarios: (1) 10 No. 6 bars at 16 in. spacing,(2) 10 No. 5 bars at 16 in. spacing, and (3) 7 No. 4 bars at 24 in. spacing. The steel is Grade60 with a modulus of elasticity of 29,000 ksi, and the masonry has a compressive strength of2,000 psi. You may use Excel or Matlab to construct the curves. Also, show the maximumnPallowed by the code for each case.(b) For each of the above reinforcement scenarios, determine the maximum axial loads that arepermitted for the tension-controlled condition and transition condition.(c) Discuss how the amount of vertical reinforcement affects thenPn - Mn curve.
Knowledge Booster
Background pattern image
Civil Engineering
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Materials Science And Engineering Properties
Civil Engineering
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Cengage Learning