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**Elasticity by Ibrhim AlMohimeed**

Chapter 4 Elasticity by Ibrhim AlMohimeed 19/11/2013 BMTS 353

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Video 19/11/2013 BMTS 353

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Deformation When a object crash a car, the car may not move but it will noticeably change shape. A change in the shape due to the application of a force is a deformation. Even very small forces are known to cause some deformation. 19/11/2013 BMTS 353

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**where F is force, โL is the change in length**

Cont. Deformation For deformations, two important characteristics are observed: The object may returns to its original shape when the force is removed. The size of the deformation is proportional to the force. ๐นโ โ๐ฟ where F is force, โL is the change in length 19/11/2013 BMTS 353

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Hookeโs law where ฮL is the amount of deformation (the change in length) produced by the force F, and k is a proportionality constant that depends on the shape and composition of the object and the direction of the force. ๐น=๐ โ๐ฟ 19/11/2013 BMTS 353

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Cont. Hookeโs law The proportionality constant k depends upon a number of factors for the material. For example, a guitar string made of nylon stretches when it is tightened, and the elongation ฮL is proportional to the force applied. Thicker nylon strings and ones made of different material (steel) stretch less for the same applied force, implying they have a larger k. 19/11/2013 BMTS 353

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Hookeโs law Examples Example 4.1: A force of 600 N will compress a spring 0.5 meters. What is the spring constant of the spring? Example 4.2: A spring has spring constant 0.1 N/m. What force is necessary to stretch the spring by 2 meters? 19/11/2013 BMTS 353

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**Elastic Modulus ฮL depends on the material of the subject.**

ฮL is proportional to the force F. ฮL is proportional to the original length L0. ฮL is inversely proportional to the cross-sectional area of the subject 19/11/2013 BMTS 353

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Cont. Elastic Modulus All these factors can be combined into one equation for ฮL : โ๐ฟ= 1 ๐ ๐น ๐ด ๐ฟ 0 ฮL the change in length. F the applied force. Y is Youngโs modulus, or elastic modulus (that depends on the subject material). A is the cross-sectional area, L0 is the original length 19/11/2013 BMTS 353

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Stress and Strain The ratio of force to area, ๐น ๐ด , is defined as stress. So the stress is the force per unit area (pressure!!!) ๐= ๐น ๐ด ๐/ ๐ 2 or Pa The ratio of the change in length to length, โ๐ฟ ๐ฟ 0 , is defined as strain (a unitless quantity) ๐= โ๐ฟ ๐ฟ 0 19/11/2013 BMTS 353

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**๐ ๐๐๐๐๐๐ =๐ ๐๐๐๐ ๐ โฒ ๐ ๐๐๐
๐๐๐๐ ๐บ (๐๐๐๐๐๐)**

Cont. Stress and Strain So, the equation of the elastic modulus can be rearranged in term of stress and strain: ๐ ๐๐๐๐๐๐ =๐ ๐๐๐๐ ๐ โฒ ๐ ๐๐๐
๐๐๐๐ ๐บ (๐๐๐๐๐๐) 19/11/2013 BMTS 353

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**Stress and Strain Example**

Example 4.3: A steel wire 10 m long and 2 mm in diameter is attached to the ceiling and a 200-N weight is attached to the end. What is the applied stress? If the wire stretches 3.08 mm. What is the longitudinal strain? L DL A = ฯ ร r2 19/11/2013 BMTS 353

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**Stress and Strain Curve**

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**Cont. Stress and Strain Curve**

Flash 19/11/2013 BMTS 353

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**Cont. Stress and Strain Curve**

Elastic behavior: the object will returns to its original length (or shape) when the stress acting on it is removed. Plastic behavior: the object will NOT returns to its original length (or shape) when the stress acting on it is removed. Proportionality limit: the stress above is not longer proportional to strain. 19/11/2013 BMTS 353

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**Cont. Stress and Strain Curve**

Elastic behavior: the object will returns to its original length (or shape) when the stress acting on it is removed. Elastic Limit: The maximum stress that can be applied without resulting permanent deformation. Yield Stress: at which there are large increases in strain with little or no increase in stress. steel exhibits this type of response. 19/11/2013 BMTS 353

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**Cont. Stress and Strain Curve**

Strain Hardening: when yielding has ended, a further load can be applied to the object. Ultimate Strength: the maximum stress the object can withstand. Necking: after the ultimate stress, the cross-sectional area begins to decrease in a localized region of the object. 19/11/2013 BMTS 353

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**Stress & Strain Curve Example**

Example 4.4: The elastic limit for steel of 3.14 x 10-6 m2 is 2.48 x 108 Pa and The ultimate strength is 4.89 x 108 Pa. a)What is the maximum weight that can be supported without exceeding the elastic limit? b) What is the maximum weight that can be supported without breaking the wire? 19/11/2013 BMTS 353

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**Stress & Strain Curve Example**

a stress applied to an object was 6.37 x 107 Pa and its strain was 3.08 x Find the modulus of elasticity for object? 19/11/2013 BMTS 353

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**Stress & Strain Curve Example**

Youngโs modulus for brass is 8.96 x 1011Pa. A 120-N weight is attached to an 8-m length of brass wire; find the increase in length. The diameter is 1.5 mm. 8 m DL 120 N 19/11/2013 BMTS 353

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Strain Hardening 19/11/2013 BMTS 353

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**Cont. Strain Hardening Strain Hardening**

- If the material is loaded again from the beginning stage of strain hardening, the curve will be the same Elastic Modulus (slope). - The material will has a higher yield strength. 19/11/2013 BMTS 353

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**Types of Material Isotropic materials:**

have elastic properties that are independent of direction. Anisotropic materials: whose properties depend upon direction. 19/11/2013 BMTS 353

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Material Behavior Behavior of materials can be broadly classified into two categories: Brittle (Example: glass, ceramics) Ductile (Example: Metals; Gold, silver, copper, iron ) 19/11/2013 BMTS 353

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**Brittle Behavior Brittle \fracture at much lower strains.**

yielding region is nearly nonexistent. often have relatively large Young's moduli and ultimate stresses. 19/11/2013 BMTS 353

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**Ductile Behavior Ductile \withstand large strains before failure.**

yielding region often takes up the majority of the stress-strain curve capable of absorbing much larger quantities of energy before failure. 19/11/2013 BMTS 353

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**Resilience & Toughness**

\Amount of energy stored in material up to elastic limit up to elastic limit per unit volume. Toughness: Amount of energy stored in material up to fracture per unit volume 19/11/2013 BMTS 353

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**Cont. Resilience & Toughness**

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Shear modulus The shear modulus (S) is the elastic modulus we use for the deformation which takes place when a force is applied parallel to one face of the object while the opposite face is held fixed by another equal force. 19/11/2013 BMTS 353

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Cont. Shear modulus Shear deformation behaves similarly to tension and compression and can be described with similar equations. ๐ ๐ โ๐๐๐ ๐ ๐ก๐๐๐ ๐ =๐ ๐ โ๐๐๐ ๐๐๐๐ข๐๐ ร๐(๐ โ๐๐๐ ๐ ๐ก๐๐๐) 19/11/2013 BMTS 353

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Bulk Modulus An object will be compressed in all directions if inward forces are applied evenly on all its surfaces. It is relatively easy to compress gases and extremely difficult to compress liquids and solids. 19/11/2013 BMTS 353

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**Bulk Modulus ๐ต= ๐๐๐๐ข๐๐ ๐ ๐ก๐๐๐ ๐ ๐๐๐๐ข๐๐ ๐ ๐ก๐๐๐๐ =โ ๐น/๐ด ฮ๐/๐ 19/11/2013**

BMTS 353

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**Bulk Modulus Example Example 4.6:**

A hydrostatic press contains 5 liters of oil. Find the decrease in volume of the oil if it is subjected to a pressure of 3000 kPa. (Assume that B = 1700 MPa.) 19/11/2013 BMTS 353

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End of the Chapter 19/11/2013 BMTS 353

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