Mechanics of Materials II

UET, TaxilaLecture No. (3)

Typical stress-strain curves resulting from tensile tests on some

metals areshown in next Figures

Tensile test curves for various metals

Typical stress-strain curves for hard drawn wire, note the reduction in strain values

Typical tension test results for various types of nylon and polycarbonate.

Brass tension test

Aluminium alloy tensile test

Brittle polymer tensile test

Eye Glass tensile test

When σu & σy is not valid?

In some loading cases, e.g. buckling of struts, neither the yield stress nor the ultimate strength is a realistic criterion for failure of components.

Load factor

In such cases it isconvenient to replace thesafety factor, based onstresses, with a differentfactor based on loads.

Definition of load factor

The load factor

is therefore defined as:load at failure /allowable working load

This is particularly useful in applications of the so-called plastic limit design procedures.

Temperature stresses

When the temperatureof a component isincreased or decreasedthe material Respectivelyexpands or contracts.

If this expansion orcontraction is notresisted in any waythen the processestake place free ofstress.

If, however, the changesIn dimensions arerestricted then stressestermed as Temperature stresseswill be set up within the material.

Consider a bar ofmaterial with a linearcoefficient of expansion ‘ ‘ . Let the originallength of the bar ‘L’and let the temperature increase be t.

If the bar is free to expandthe change in length wouldbe given by

L = L tThen the new length L’ will be:

L’ = (L + L ) = L+ L t = L (1 + t)

Compressive thermal stresses

If this extension were totally prevented, then a compressive stress would be set up equal to that produced when a bar of length: L ( 1 + t) is compressed through a distance of L t.

In this case the bar experiences a compressive thermal strain equal to:

In most cases ‘ t’ is very small compared with unity so that:

But E = σ/Thus σ = E

= t

This is the stress setup owing to totalrestraint on expansionsor contractions caused by a temperature rise, or fall, t.

In the former case the stress is compressive,

in the latter case the stress is tensile.

Partial Prevention

If the expansion or contraction of the bar is partially prevented then the stress set up will be less than that given by the equation above.

Its value will be found in a similar way to that described above except that instead of being compressed through the total free expansion distance of L t it will be compressed through some proportion of this distance.

The new mode will be depending on the amount of restraint.

Assuming some fraction n of (L t) is allowed, then the extension which is prevented is:

(1 - n) L t.

This will produce a compressive strain, as described previously, of magnitude:

Or approximately

The stress set up will then be:

E times

σ = (1-n) E t

Thus, for example, if one-third of the free expansion is prevented the stress set up will be two-thirds of that given by the equation:

σ= t

Stress concentrations & stress concentration factor

If a bar of uniform cross-section is subjected to an axial tensile or compressive load the stress is assumed to be uniform across the section.

However,

in the presence of any sudden change of section, hole, sharp corner, notch, keyway, material flaw, etc., the local stress will rise significantly.

The ratio of this stress to the nominal stress at the section in the absence of any of these so-called stress concentrations is termed as the stress concentration factor.

stress concentration factor

SCF = Local stress/nominal stress

ToughnessToughness is defined as: the ability of a material to withstand cracks,

In other words to prevent the transfer or propagation of cracks across its section hence causing failure.

Types of toughness of materials

Two distinct types of toughness mechanism exist and in each case it is appropriate to consider the crack as a very high local stress concentration.

First Toughness Type

The first type of mechanism relates particularly to ductile materials which are generally regarded as tough.

This arises because the very high stresses at the end of the crack produce local yielding of the material and local plastic flow at the crack tip.

This has the action of blunting the sharp tip of the crack and hence reduces its stress concentration effect

considerably (Fig. 1.15).

High stress concentration factor at crack tip (notch tip)

Area of local yielding of material reducing the stress-

concentration effect

Second toughness mechanism

The second mechanism refers to fibrous, reinforced or resin-based materials which have weak interfaces.

Examples for second mode of toughness

Typical examples are glass-fibre reinforced materials and wood.

In the second mechanism of toughness

It can be shown that a region of local tensile stress always exists at the front of a propagating crack.

Also

and provided that the adhesive strength of the fibre/resin interface is relatively low (one-fifth the cohesive strength of the complete material)

Tensile stress mechanism

This tensile stress opens up the interface and produces a crack sink, i.e. it blunts the crack by effectively increasing the radius at the crack tip, thereby reducing the stress-concentration effect as appears in next fig.

This principle is used stop, or at least delay, crack propagation in engineering components when a temporary "repair" is carried out by drilling a hole at the end of a crack, again reducing its stress-concentration effect.

Toughness mechanism-type 2.

Creep and FatigueIn the preceding paragraphs it has been suggested that failure of materials occurs when the ultimate strengths have been exceeded.

Plastic Deformation

excessive deformation, as caused by plastic deformation beyond the yield point, can be considered as a criterion for effective failure of components.

This chapter would not be complete, therefore, without reference to certain loading conditions under which materials can fail at stresses much less than the yield stress, namely creep and fatigue.

Definition of creep

Creep is the gradual increase of plastic strain in a material with time at constant load.