Materials Science And Engineering Properties
Materials Science And Engineering Properties
1st Edition
ISBN: 9781111988609
Author: Charles Gilmore
Publisher: Cengage Learning
bartleby

Concept explainers

Question
Book Icon
Chapter 4, Problem 4.22P
To determine

The expected concentration of nitrogen 1mm from the surface after 10 hours.

Expert Solution & Answer
Check Mark

Answer to Problem 4.22P

The concentration of nitrogen in BCC iron at 1mm from surface after 10 hours is 0.056wt.%N.

Explanation of Solution

Given:

The surface concentration of nitrogen is 0.1 weight percent.

The temperature is 700°C.

The time is 10hours.

Formula used:

The diffusion coefficient for nitrogen diffusion into BCC iron is given by,

DNFe=D0NFee( Δ H DNFe kT)   ....... (I)

Here, DNFe is the coefficient of nitrogen diffusion into BCC iron, ΔHDNFe is the activation enthalpy, D0NFe is the pre-exponential constant for nitrogen diffusion into BCC iron, k is the Boltzmann constant and T is the temperature.

The expression to find the concentration of nitrogen in BCC iron is given by,

C(x,t)C0CsC0=1erf(x2 ( D NFe t ) 0.5)   ....... (II)

Here, C(x,t) is the concentration of nitrogen at the expected surface, C0 is the initial concentration, Cs is the surface concentration of nitrogen, x is the location of the expected concentration nitrogen in BCC iron and t is the time to achieve the expected concentration.

The value of z to find the value of error function is given by,

z=(x2 ( D NFe t ) 0.5)   ....... (III)

The formula to convert degree Celsius to Kelvin is given by,

T(K)=T(°C)+273   ....... (IV)

Here, T(K) is the temperature in Kelvin and T(°C) is the temperature in degree Celsius.

The relation between z and error value for small value of z is given by,

erf(z)z   ....... (V)

Here, erf(z) is the error value of z.

Calculation:

The temperature in Kelvin is calculated as,

Substitute 700°C for T(°C) in equation (II).

T(K)=(700)+273=973K

From pre exponential constant table the value for nitrogen in BCC iron is 4.7×107m2/s.

The diffusion coefficient for nitrogen diffusion into BCC iron is calculated as,

Substitute 4.7×107m2/s for D0NFe

0.794eV/atom for ΔHDNFe, 8.62×105eV/atomK for k and 973K for T in equation (I).

DNFe=(4.7× 10 7 m 2/s)e( 0.794 eV/ atom ( 8.62× 10 5 eV/ atom K )( 973K ) )=(4.7× 10 7 m 2/s)e9.467=3.64×1011m2/s

The z value is calculated as,

Substitute 1mm for x, 3.64×1011m2/s for DNFe and 10hours for t in equation (III).

z=( ( 1mm× 10 3 m 1mm ) 2 { ( 3.64× 10 11 m 2 /s )( 10hours× 3600s 1hours )} 0.5 )= 10 3m2.29× 10 3m=0.44

The error value of z is calculated as,

Substitute 0.44 for z in equation (V).

erf(0.44)0.44

The concentration of nitrogen in BCC iron at 1mm from surface after 10 hours.

Substitute 0.44 for erf(x2 ( D NFe t ) 0.5), 0.1wt%N for Cs, 10 hours for t, 1mm for x and 0 for C0 in equation (II).

C( 1mm,10h)00.1wt%N0=10.44C(1mm,10h)=0.56(0.1wt%N)=0.056wt%N

Conclusion:

Therefore, the concentration of nitrogen in BCC iron at 1mm from surface after 10 hours is 0.056wt%N.

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: Wel Question 2 (a) A simple circular hollow section (CHS) tubular K-joint in a steel structure, subjected to balanced axial loading, is illustrated in Figure 2a. Determine the maximum hot spot stress at the joint intersection of the chord and the loaded brace B. (b) The steel structure is installed in the seawater with cathodic protection. Determine the number of stress cycles to failure based on the maximum hot stress range obtained in part (a). Use the NORSOK standard. (Refer to S-N curves for tubular joints in air environment and seawater with cathodic protection). (c) Estimate the number of load repetitions required to induce fatigue failure in the tubular joint, based on the load history provided in Figure 2b. The nominal yield and ultimate tensile strength are 355 N/mm² and 510 N/mm², respectively. Assume a damage limit of 1.0. Use the Modified Goodman formulation to determine the equivalent completely reversed stress. (d) Describe briefly the procedure to determine the hot…
The steel member is a fillet welded built-up section that comprises two flange plates (100mm x 20mm) and a web plate (250mm x 10mm) as depicted in Section A-A. The leg size of the weld is 8 mm. Use an appropriate consequence class. Based on the damage tolerant method and the modified Goodman equation. Determine an equivalent completely reversed stress. Ignore the vibration and dynamic amplification. Use Euro-code 1993-1-9. (a) Calculate the maximum and minimum stresses at steel member section A-A. (b) Check the fatigue resistance of the steel member at Section A-A using the fatigue limit. (c) Discuss the possible failure mode of the steel member due to fatigue loading. State your design assumptions, if any. Steel plate (Flange) 100mm x 20mm 10.0 m Fillet weld (manual) (Typical) Steel plate (Web) 250mm x 10 mm Steel plate (Flange) 100mm x 20mm Section A-A Fixed end Welded built-up steel section 5.0 m A 2.5m 3.0 m Fatigue load range 5 kN A Total weight of steel section Total weight of…
30 20 10 Stress N/mm² 0 -10 -20 -30 Time Question 1 A Grade S355 steel member, which forms part of the structural framework supporting a storage tank in a warehouse, is subjected to various loads, as shown in Figure 1. The yield and tensile strength of the steel member are 355 N/mm² and 510 N/mm², respectively. The steel member is subjected to axial tension due to its self-weight and appurtenances of 40.0kN. The 10.0kN storage tank is positioned 1.0 m from the centreline of the steel member, and it experiences a fatigue load range of 5.0kN. The steel member is a fillet welded built-up section that comprises two flange plates (100mm x 20mm) and a web plate (250mm x 10mm) as depicted in Section A-A. The leg size of the weld is 8 mm. Use an appropriate consequence class. Based on the damage tolerant method and the modified Goodman equation. Determine an equivalent completely reversed stress. Ignore the vibration and dynamic amplification. Use Euro-code 1993-1-9. (a) Calculate the maximum…
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
Text book image
Sustainable Energy
Civil Engineering
ISBN:9781337551663
Author:DUNLAP, Richard A.
Publisher:Cengage,