Figure 12-57 shows an approximate plot of stress versus strain for a spider-web thread, out to the point of breaking at a strain of 0.200. The vertical axis scale is set by values a=0.12 GN/m2, b=0.30 GN/m2, and c=0.80 GN/m2 . Assume that the thread has an initial length of 0.80 cm, an initial cross-sectional area of 8.0x10-12 m2, and (during stretching) a constant volume. Assume also that when the single thread snares a flying insect, the insect’s kinetic energy is transferred to the stretching of the thread. (a) How much kinetic energy would put the thread on the verge of breaking? What is the kinetic energy of (b) a fruit fly of mass 6.00 mg and speed 1.70 m/s and (c) a bumble bee of mass 0.388 g and speed 0.420 m/s ? Would (d) the fruit fly and (e) the bumble bee break the thread?

Short Answer

Expert verified
  1. Kinetic energy that would put the thread on the verge of breaking is 3.03×10-5J
  2. The kinetic energy of fruit fly of mass 6.00 mg and speed 1.70 m/s is 8.67×10-6J
  3. The kinetic energy of a bumble bee of mass 0.388 g and speed 0.420 m/s is3.42×10-5J
  4. Fruit fly will not be able to brake the thread
  5. The bumble bee will be able to break the thread

Step by step solution

01

Determine the given quantities

The vertical axis scale is set by valuesis as follows:

a=0.12 GN/m2

b=0.30 GN/m2

c= 0.80 GN/m2

Initial length of thread is 0.80 cm and initial cross-sectional area of 8.0×10-12m2

02

Determine the concept of work done and kinetic energy

From the area of the graph, find the work done. find the kinetic energy of the given insects and objects using the formula in terms of mass and velocity. Comparing these two values, we can decide whether thread would break or not.

Consider the formula for the work done:

W=Fdx ….. (i)

Here, W is work done, F is force, and dx is change in displacement.

Solve for the kinetic energy as:

K=12mv2 ….. (ii)

Here, K is kinetic energy, m is mass and v is speed.

03

(a) Determine Kinetic energy that would put the thread on the verge of breaking.

Consider the formula for the work done:

W=Fdx

Consider the formula for the force as:

F=stress×area

Consider the case of very small length is:

dx=strain×length

Consider the formula for the work done as:

W=stress×A×strain×L=ALstress×strain=crosssectionalareaofthread×lengthofthread×areaunderthecurveoflength

The area under the curve is obtained as:

Areaunderthecurveofgraph=12as1+12a+bs2-s1+12b+cs3-s2=12as2+bs3-s1+cs3-s2=120.12×109N/m21.4+0.30×109N/m21.0+0.80×109N/m20.60=4.74×108N/m2

Therefore, the kinetic energy can be calculated as,

K=8.0×10-12N/m28.0×10-3m4.74×108N/m2=3.03×10-5J

Kinetic energy that would put the thread on the verge of breaking is 3.03×10-5J

04

(b) Determine the kinetic energy of fruit fly of mass   and speed  

Consider the expression for the kinetic energy as:

Kf=12mfvf2=12×6.00×10-6kg1.70m/s22=8.67×10-6J

The kinetic energy of fruit fly of mass 6.00 mg and speed 1.70 m/s2 is 8.67×10-6J

05

(c) Determine the kinetic energy of a bumble bee of mass   and speed  

Consider the formula for the kinetic energy as:

Kb=12mbvb2

Substitute the values and solve as:

Kb=12×3.99×10-4kg0.420m/s22=3.42×10-5J

The kinetic energy of a bumble bee of mass 0.388 g and speed 0.420 m/s2 is 3.42×10-5J.

06

Explanation of part d

From the explanation it is clear that:

Fruit fly will not be able to break the thread, because Kf<W .

07

Explanation of part e

From the explanation it is clear that:

The bumble bee will be able to break the thread, because Kb>W .

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Most popular questions from this chapter

A construction worker attempts to lift a uniform beam off the floor and raise it to a vertical position. The beam is 2.50 mlong and weighs500 N . At a certain instant the worker holds the beam momentarily at rest with one end at distanced=1.50 m above the floor, as shown in Fig. 12-75, by exerting a force on the beam, perpendicular to the beam. (a) What is the magnitude P? (b) What is the magnitude of the (net) force of the floor on the beam? (c) What is the minimum value the coefficient of static friction between beam and floor can have in order for the beam not to slip at this instant?

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