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Cen 479 ppt (2)

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Welcome to Our Presentation Group: 12
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Page 1: Cen 479 ppt (2)

Welcome to

Our Presentation

Group:12

Page 2: Cen 479 ppt (2)

Modules of RuptureIt is the ability of material to resist

deformation due to applied load.

fr = 6Mu/bh²Here,fr represents the apparent maximum stress.Mu represents the ultimate bending moment.h = depth & b = width

Page 3: Cen 479 ppt (2)

stress-strain graph :

Page 4: Cen 479 ppt (2)

Fatigue Deformation due to cyclic loadA good example of fatigue failure is breaking

a thin steel rod or wire with our hands after bending it back and forth several times in the same place.

Internal forces of a member under fatigue loading

Page 5: Cen 479 ppt (2)

CreepThe tendency of slow deformation under long

term load.Actually it is the permanent deformation due

to mechanical stress.Slow deformation of a material over

considerable length of time at constant load.

Page 6: Cen 479 ppt (2)

Shrinkage It is the time dependent strain measured is

an unloaded and unrestrained specimen of constant temperature.

The decreasing dimension or volume of material as a result of change in temperature.

Due to drying or loosing of water ,concrete under goes change in volume this is called shrinkage.

Page 7: Cen 479 ppt (2)

Equation

Page 8: Cen 479 ppt (2)

Shrinkage Failure

Page 9: Cen 479 ppt (2)

Flexural Member The member in which stress would be

developed due to force and moment.

Page 10: Cen 479 ppt (2)

Service LoadService Load is the actual load ,not usually

factored .Maximum intensity of load expected during

the life span of the structure known as service load.

The total load and live load subjected to the structure during its service life.

Page 11: Cen 479 ppt (2)

Corrosion Corrosion involves the interaction(reaction)

between a metal or alloy and its environment. Corrosion is affected by the properties of both the metal or alloy and environment.

Corrosion by chemical action , specially oxidation called corrosion.

Page 12: Cen 479 ppt (2)

Serviceability Serviceability mainly based on elastic theory

with stress in both concrete and steel assumed to be proportional to strain.

Page 13: Cen 479 ppt (2)

Crack When thin line appear on a member surface ,

is called crack.Crack is the progressive and localized

structural damage that occur due to applied load.

Page 14: Cen 479 ppt (2)

Deflection Ratio of change in length to the original

length.The degree to which a structural element is

displace under load.Change in position of a structural member in

both x and y direction from its original position.

Page 15: Cen 479 ppt (2)

THANK YOU ALL


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