Answered: Which material (A/B/C/D) has 1- the… | bartleby

Related questions

Question

Which material (A/B/C/D) has
1-
the least modulus of elasticity
2 The strongest and stiffest
3-
Most brittle
4-
Most ductile
5- Highest yield stress
6- Lowest Yield stress
7 Highest UTS
8
Lowest UTS
Strain
Paragraph
Stress
B.

Expert Solution

Trending now

This is a popular solution!

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Blurred answer

Similar questions

2. The stress tensor relative to (x, y, z) axes at a point in a structural member made from isotropic material is 0 0 18' 0 MPa 0 39. 105 18 0 (a) Find the stress on the plane with normal R =i+÷j+k %3D 3. (b) Assuming a yield stress of o, = 240 MPa, determine the safety factor used in the design based on the Tresca and von Mises failure criteria. %3D
2. Casson model was discussed in class in the context of blood rheology. This phenomenological model is often used to describe the shear stress vs. shear rate relationship in colloidal suspensions where particle aggregation might cause the measured viscosity to increase at low shear rates. In an experiment, data for the shear stress rand the applied shear rate S were fitted to the Casson model written below (in a slightly different form compared to that given in the lecture notes): √t=√₁+√as. (1) The best least square fit parameters to the experimental data were found to be 40 mPa for the yield stress and 2.5 mPas for the parameter a, which is referred to as the plastic viscosity. a. Using Eq. (1), derive an expression for the fluid viscosity u as a function of S. b. Plot the viscosity of the fluid as a function of S for 0.1s¹
Explain why ductile materials do not fail in a brittle manner even thoughthey have small flaws and crack present. If so, explain the process of ductilefracture of the materials.
What and where is the neutral layer in a beam that supports a load?
If a steel pillar has an initial height of 31m and a cross sectional area of 0.5m^2, what would have to be the shear force necessary to cause a deformation of 2cm?
12) Determine the shear capacity, øVc, for a one foot- wide design strip for a solid one-way slab 8 in. deep of normal weight concrete. f'c=3 ksi, fy= 40 ksi, d= 6.94 in.