SMU 2113 ENGINEERING SCIENCE PART 1 Introduction to Mechanics of - - PowerPoint PPT Presentation

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SMU 2113 ENGINEERING SCIENCE PART 1 Introduction to Mechanics of - - PowerPoint PPT Presentation

SMU 2113 ENGINEERING SCIENCE PART 1 Introduction to Mechanics of Materials and Structures These slides are designed based on the content of this reference textbook. OBJECTIVES To introduce basic principles of the mechanics of materials and


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SLIDE 1

SMU 2113 ENGINEERING SCIENCE PART 1 Introduction to Mechanics of Materials and Structures

These slides are designed based on the content of this reference textbook.

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 To introduce basic principles of the mechanics of materials and structures.  To illustrate the applications of mechanics of materials for structural members subjected to simple loading conditions.

OBJECTIVES

At the end of PART 1, students should be able to:

  • calculate deformation, strains and stresses of a structural

member subjected to simple loading, namely axial, direct shear, torsion and bending.

  • identify the various mechanical properties of common

engineering materials.

  • analyze elastic deflection of a beam.
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A branch of mechanics that studies the relationships between external loads applied to a deformable body and the intensity of internal forces acting within the body.

Mechanics of Materials

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 Stress  Strain  Equilibrium of forces  Mechanical properties of materials

  • Stress and strain curve

 Axial force  Torsion  Bending  Numerous examples/ applications

SCOPE

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Typical Engineering Structures

Applications involving combined loading

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Equilibrium of a deformable body

A particle or body is in equilibrium provided it is at rest if originally at rest or has a constant velocity if originally in motion. Types of external loads

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Equilibrium of a deformable body

Equations for equilibrium of forces and moments are employed to determine support reactions

kN A M

y B

75 . 18 ;   

kN B F

y y

75 . 33 ;  

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Concept of stress

Strained Element

General loading conditions

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Concept of stress

Normal stress The intensity of force acting normal to A

A Fz

A z

  

 

lim  A Fx

A zx

  

 

lim  A Fy

A zy

  

 

lim 

Shear stress The intensity of force acting tangent to A

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Direct normal stress

Average normal stress

A P

z 

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Applications

Examples of structures under direct tensile stress Tie rod Cable

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Applications

Examples of structures under direct compressive stress

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Average shear stress

Shear stress is the stress component that acts in the plane

  • f the sectioned area.

A V

avg 

V is the internal resultant shear force at the section (V = P/2) Average shear stress

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Applications

Lap joint Single-shear connection

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Applications

Lap joint Double-shear connection

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Concept of strain

Strain is used to describe the deformation of a body by changes in length of line segments and the changes in the angles between them After straining

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Normal strain

Normal strain is the elongation or contraction

  • f a line segment per unit of length

s s s

avg

      

Average normal strain

  s

s       1

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Normal strain

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Shear strain

Shear strain is the change in angle that occurs between two line segments that were originally perpendicular to one another

     

  t along A C n along A B nt

lim 2

Shear strain at point A

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SLIDE 34

Shear strain

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