01.11.2021 Views

Timothy A. Philpot - Mechanics of materials _ an integrated learning system-John Wiley (2017)

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

(b) If the rod has a constant diameter of 18 mm, the strain energy in the rod is

U

total

2 2

F L (61, 072.6 N) (1,500 mm)

= =

2 2

2AE 2(70,000 N/mm )(254.4690 mm )

= 157,043.9 Nmm ⋅

Equate the strain energy stored in the prismatic rod to the work done by the falling

collar to calculate the maximum deformation of the rod:

1

P

2

max

δ

δ

max

max

= 157,043.9 Nmm ⋅

As before, compute the static deformation:

2(157,043.9 Nmm) ⋅

=

= 5.1429 mm

61,072.6 N

δ

st

=

2

δmax

2( h + δ )

max

=

2

(5.1429 mm)

2(180 mm + 5.1429 mm)

= 0.071430 mm

Now, from the relationship

compute the static load:

δ =

st

FL st

AE

F

st

2 2

(0.071430 mm)(254.4690 mm )(70,000 N/mm )

= = 848.25 N

1,500 mm

Consequently, the largest mass that can be dropped if the entire rod has a diameter

of 18 mm is

m

F st 848.25 N

= = = 86.5 kg

Ans.

2

g 9.807 m/s

Note that the allowable mass for case (b) is about 40 percent larger than the allowable

mass for case (a).

Comments: The results for cases (a) and (b) seem to be paradoxical because a larger mass

can be dropped when some of the material in the rod is removed. This apparent discrepancy

is probably best explained by considering strain-energy densities. The strain-energy

density of the 18 mm diameter segment when it is subjected to the dynamic load is

u

1

σ

2

(240 MPa)

= = = 0.4114 MPa

2E 2(70,000 MPa)

1 2 1

This strain-energy density is represented by area OCD on the stress–strain diagram

shown. The strain-energy density in the 25 mm diameter segment when it is subjected to

the maximum dynamic load is

u

2

σ

2

(124.416 MPa)

= = = 0.1106 MPa

2E 2(70,000 MPa)

2 2 2

where

61,072.6 N

σ 2 = = 124.416 MPa

490.8739 mm

740

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!