Molecular Explanation of Hookes Law r 0 When

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Molecular Explanation of Hooke’s Law r 0 When the stress is zero the mean

Molecular Explanation of Hooke’s Law r 0 When the stress is zero the mean separation of the moleculesis ro A tensile stress acts in opposition to the attractive forces between the ions and is therefore capable of increasing their separation

Intermolecular force r=ro For values of r close to ro the graph can be

Intermolecular force r=ro For values of r close to ro the graph can be considered to be linear, and provided that the stress is not so large as to take the intermolecular separation out of this region equal increases in tensile stress will produce equal increases in extension Intermolecular separation The energy used in stretching the wire is stored in the potential energy of the stretched individual bonds. Note that this graph also implies that Hooke’s Law applies to compresion

Stress Strain Curves

Stress Strain Curves

Stress Strain Curve For A Ductile Material Ductility is a term used to describe

Stress Strain Curve For A Ductile Material Ductility is a term used to describe a material which can be deformed plastically. Hence a ductile material is one which can be drawn into wires. e. g. Copper and mild steel are ductile whereas concrete and cast Iron are brittle

Stress Strain Graph For a Ductile Material point of maximum stress elastic limit (yield

Stress Strain Graph For a Ductile Material point of maximum stress elastic limit (yield point) stress N/m 2 breaking stress fracture limit of proportionality

Stress Strain Graph For Cast Iron It can be seen that the concrete curve

Stress Strain Graph For Cast Iron It can be seen that the concrete curve is almost a straight line. There is an abrupt end to the curve. This, and the fact that it is a very steep line, indicate that it is a bri Cast Iron The curve for cast iron has a slight curve to it. It is also a brittle m Both of these materials will fail with little warning once their limits breaking stress fracture stress N/m 2 breaking stress concrete

Note the position of stress and strain on the graph axes. Note that strain

Note the position of stress and strain on the graph axes. Note that strain is a pure number Up to the elastic limit, stress the graph takes the form y=mx Nm-2 The gradient of this graph is called the modulus of elasticiy or: Young’s Modulus (E) = tensile stress tensile strain

The Units of Young’s modulus Young’s Modulus (E) = tensile stress tensile strain has

The Units of Young’s modulus Young’s Modulus (E) = tensile stress tensile strain has no units So the dimensions of Young’s modulus are identical to the dimensions of stress (Nm-2) However as force units can be written as kgms-2 F = ma (N) = kg ms-2 and stress =Force/Area i. e. kgms-2 m-2 So Young’s modulus is often written in the units kg m -1 s-2