27.04.2016 Views

Callister - An introduction - 8th edition

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

640 • Chapter 16 / Composites<br />

Substitution for F f from the preceding equation yields<br />

or<br />

whereas<br />

Thus, the fiber phase supports the vast majority of the applied load.<br />

(c) The stress for both fiber and matrix phases must first be calculated. Then,<br />

by using the elastic modulus for each [from part (a)], the strain values may be<br />

determined.<br />

For stress calculations, phase cross-sectional areas are necessary:<br />

and<br />

Thus,<br />

s m F m<br />

A m<br />

<br />

Finally, strains are computed as<br />

s f F f<br />

11,640 N 116.4 MPa 116,875 psi2<br />

A<br />

2 f 100 mm<br />

m s m<br />

E m<br />

<br />

f s f<br />

E f<br />

<br />

13.5 F m F m 12,500 N<br />

F m 860 N 1200 lb f 2<br />

F f F c F m 12,500 N 860 N 11,640 N 12700 lb f 2<br />

A m V m A c 10.621250 mm 2 2 150 mm 2 10.24 in. 2 2<br />

A f V f A c 10.421250 mm 2 2 100 mm 2 10.16 in. 2 2<br />

860 N 5.73 MPa 1833 psi2<br />

2<br />

150 mm<br />

5.73 MPa<br />

1.69 <br />

3.4 10 3 103<br />

MPa<br />

116.4 MPa<br />

1.69 <br />

69 10 3 103<br />

MPa<br />

Therefore, strains for both matrix and fiber phases are identical, which<br />

they should be, according to Equation 16.8 in the previous development.<br />

transverse direction<br />

Elastic Behavior—Transverse Loading<br />

A continuous and oriented fiber composite may be loaded in the transverse direction;<br />

that is, the load is applied at a 90 angle to the direction of fiber alignment as shown<br />

in Figure 16.8a. For this situation the stress to which the composite as well as both<br />

phases are exposed is the same, or<br />

(16.12)<br />

This is termed an isostress state. Also, the strain or deformation of the entire composite<br />

is<br />

c<br />

s c s m s f s<br />

c m V m f V f<br />

(16.13)

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

Saved successfully!

Ooh no, something went wrong!