Concept explainers
(a)
The total stage II creep strain theory for the alloy.
(a)
Answer to Problem 9.5P
The total stage II creep strain theory for the alloy at
Explanation of Solution
Given:
The tensile stress of super alloy is
The creep-rate equation is
Formula Used:
Write the expression for the total stage II creep strain as:
Here,
Calculation:
Substitute
Conclusion:
Thus, the total stage II creep strain theory for the alloy at
(b)
The stage II creep rate of the alloy at
(b)
Answer to Problem 9.5P
The stage II creep rate of the alloy at
Explanation of Solution
Given:
The tensile stress of super alloy is
The creep-rate equation is
Formula Used:
Write the expression for the tensile stage II creep strain.
Here,
Write the expression for the ratio of strain rates of
Here,
Calculation:
Substitute
Conclusion:
Thus, the stage II creep rate of the alloy at
(c)
The activation enthalpy for creep in
(c)
Answer to Problem 9.5P
The activation enthalpy for creep in
Explanation of Solution
Formula Used:
Write the expression for the ratio of strain rates of
Here,
Calculation:
Substitute
Take log both side,
Conclusion:
Thus, the activation enthalpy for creep in
Want to see more full solutions like this?
Chapter 9 Solutions
Materials Science And Engineering Properties
- Problem #1 (Beam optimization). Calculate the length "a" of AB such that the bending moment diagram is optimized (the absolute value of the max and the min is at its lowest). Then draw the shear and moment diagram for the optimized length. Optimize the length to the nearest 0.1 m. You can use RISA 2D as a tool to find the optimized length, however you need to solve for the support reactions at A, B and C by hand and draw the shear and moment diagram by hand. w=20 kN/m A + + a 12 m B Carrow_forward2. 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_forward
- A1.3- 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_forwardPlease 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_forward
- Please 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_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 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
- Materials Science And Engineering PropertiesCivil EngineeringISBN:9781111988609Author:Charles GilmorePublisher:Cengage LearningPrinciples of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning