loads n failures
TRANSCRIPT
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Things To Be Done Today:
- Types of Loads- Cyclic Stresses
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Significance of Todays Lecture
- Various ways of failure
- To avoid failure
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Types of Loads are :
1. Static Load
2. Dynamic Load
i. Cyclic Load
ii. Impact Load
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Static Load :-
- Does not vary in magnitudeor direction w.r.t time .
- It is gradually applied and once
it is applied then remains constant
.
- Ex. Dead weights of machinery, tightening up loads on bolts and
fasteners .
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Dynamic Load :-
- Varies in magnitude or in direction
or in both w.r.t time.
Types of Dynamic Loads:
i. Cyclic Load :-
- Varies in magnitude in a repetitive
cyclic manner , either completely
reversing itself from tension to
compression or oscillating about some
mean value
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- Pattern of load variation w.r.ttime is repeated again and again
for thousands of cycles .
- e.g forces induced in gear teeth
,forces acting on the compression
spring of the valves in internalcombustion engine.
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ii. Impact Load :-- applied suddenly at a high
velocity .
- energy transferred during theimpact is converted into heat .
- load with time reaches to a
static value.
-e.g punch press ,rivet gun etc.
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Static Load
YieldingPlastic deformation
after yield point
fracture
No plasticdeformation and
fail by suddenfracture
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Fatigue Failure :* Failure may occur when the load
cycles are repeated several million
times even though the stress isbelow the elastic limit.
- failure begins with a crack athighly stressed point
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* Pattern of stress variation due to
dynamic loads is irregular and
unpredictable .* 80% of mechanical failures are
due to fatigue resulting from
cyclic loads .
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3 mathematical models of cyclic
loads are :
- fluctuating or alternating loads- repeated loads
-reversed loads
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FLUCTUATING OR ALTERNATING LOAD :
- VARIES IN A SINUSOIDAL MANNERW.R.T TIME
-POSSESS SOME MEAN VALUE AND
AMPLITUDE VALUE-FLUCTUATES BETWEEN TWO LIMITS i.e
MAXIMUM AND MINIMUM LOAD
-LOAD CAN BE TENSILE ORCOMPRESSIVE OR PARTLY TENSILE OR
PARTLY COMPRESSIVE
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Repeated Load :-
-varies in sinusoidal manner w.r.t
time
-variation is from 0 to somemaximum value
-minimum load is 0 in this case
-amplitude load and mean load areequal
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Reversed Load :- varies in asinusoidal manner w.r.t. time
-it has 0 mean load
-half portion of the cycle consists
of tensile load and remaining half
of compressive load .-mean load is 0 .
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m = ( max + min) a = 1/2( max min )
* In fluctuating stresses , tensile stress
is taken as +compressive stress is taken as
* Repeated stress and reversed stress
are special cases of fluctuating stresswith min=0 and m=0 respectively.