(a)
The number of grains in the metal cube.
Answer to Problem 3.14P
The number of grains in the metal cube is
Explanation of Solution
Given:
The side of the copper cube is
The size of grain on each side is
The average grain boundary energy of copper is
Formula used:
The number of grain is given by,
Here,
The volume of a cube is given by,
Here,
The volume of grains is given by,
Here,
Substitute
Calculation:
The number of grains is calculated as,
Substitute
Conclusion:
Therefore, the number of grains present are
(b)
The total grain boundary area.
Answer to Problem 3.14P
The total grain boundary area is
Explanation of Solution
Given:
The side of the copper cube is
The size of grain on each side is
The average grain boundary energy of copper is
Formula used:
The total grain boundary area is given by,
Here,
Calculation:
The total grain boundary area is calculated as
Substitute
Conclusion:
Therefore, the total ground boundary area is
(c)
The total energy present in the copper cube due to grain boundaries.
Answer to Problem 3.14P
The total energy present in the copper cube due to grain boundaries is
Explanation of Solution
Given:
The side of the copper cube is
The size of grain on each side is
The average grain boundary energy of copper is
Formula used:
The total energy due to grain boundaries is given by
Here,
Calculation:
The total energy due to the grain boundary is calculated as
Substitute
Conclusion:
Therefore, the total energy present in the copper cube due to grain boundaries is
(d)
The height to which copper must be raised to increase the energy to an equal amount of energy in the grain boundaries.
Answer to Problem 3.14P
The height to which copper must be raised to increase the energy to an equal amount of energy in the grain boundaries is
Explanation of Solution
Given:
The side of the copper cube is
The size of grain on each side is
The average grain boundary energy of copper is
Formula used:
The expression for the equivalent gravitational energy is given by
Here,
Calculation:
The height to which the copper cube must be raised is calculated by
Substitute
Conclusion:
Therefore, the height to which copper must be raised to increased energy to an equal amount of energy in the grain boundaries is
Want to see more full solutions like this?
Chapter 3 Solutions
Materials Science And Engineering Properties
- 2. Using the Green-Ampt Model, compute the infiltration rate, f, and cumulative infiltration, F, after one hour of infiltration into a sandy clay loam soil. Assume initial moisture conditions are midway between the field capacity and wilting point and that water is ponded to a small but negligible depth on the surface.arrow_forwardAssignment 1 Q1) Determine the member end forces of the frames shown by utilizing structural symmetry and anti-symm. (Derive each member forces and show BMD,SD,AFD) 20 kN/m 40 kN/m C D Hinge Ẹ G A -3m 5m B 5 m 3 m- E, I, A constant 12 marrow_forwardA1.3- Given the floor plan shown in Figure 3. The thickness of the slab is 150mm. The floor finish, ceiling and partition load is 1.8 kN/m². The live load on the floor is 2.4 kN/m². The beams cross section dimension is 300mmx600mm. Assuming the unit weight of concrete is equal to 24 kN/m². It is required to: a) Show tributary areas for all the beams on the plan; b) Calculate the load carried by beams B1 (on gridline A, between 1 and 3), B2 (on gridline B, between 1 and 3)and B3 (on gridline 3, between A and C); c) Calculate the load carried by column C1 per floor (ignore the self weight of the column). A 1 B1 2 B2 B Cl 8.0 m Figure 3 8.0 m B3 23 3 *2.0m 5.0 m 4.0 m +1.5m+arrow_forward
- Please show all steps and make sure to use the type of coordinate system (tangential/normal) specified.arrow_forwardFind required inlet length to intercept the entire flow and the capacity of a 3m long curb inlet. A gutter with z=20, n=0.015 and a slope of %1 caring a flow of 0.25 S m³/s curb depression (a=60 mm). Assume the only %75 of the upstream flow will be intercepted, what the length of curb inlet will be needed.arrow_forwardPlease answer this and show me the step by step solutiarrow_forward
- •Two types of concrete storm water drains are comparing: 1-pipe diameter 2m running full. 2-open channel rectangular profile, bottom width 2m and water depth 1.0 m. The drains are laid at gradient of %1.0; manning coefficient=0.013. Determine the velocity of flow and discharge rate for the circular drain. Determine the velocity of flow and discharge rate for the rectangular open culvert.arrow_forwardA1.2- For the frame shown in Figure 2, draw the bending moment, shear force, and axial force diagrams for the shown factored loading case. Note: All loads indicated in Figure 2 are already factored. W₁ = 25 kN/m Figure 2 777 6.0 m M= 10 kN.m P₁ = 20 kN 2.5 marrow_forwardPlease calculate the Centroid and the Moment of Inertia of the two shapes and submit your solution here in one PDF file with detailed calculationsarrow_forward
- Please calculate the Centroid and the Moment of Inertia of the two shapes and submit your solution here in one PDF file with detailed calculationsarrow_forwardPlease calculate the Centroid and the Moment of Inertia of the two shapes and submit your solution here in one PDF file with detailed calculationsarrow_forwardPlease answer the following and show me the step by step soarrow_forward
- Materials Science And Engineering PropertiesCivil EngineeringISBN:9781111988609Author:Charles GilmorePublisher:Cengage Learning