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    Introduction to Finite Element Methods - Lifeng Wang

    Chapter 6 Development of the Plane

    Stress and Plane Strain Equations

    MEC 539

    Instructor: Dr. Lifeng Wang

    Introduction to Finite Element Methods - Lifeng Wang2

    2D Plane

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    2D Plane

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    2D Plane

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    Introduction to Finite Element Methods - Lifeng Wang11

    2D PlaneLinear Triangular Element

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    2D PlaneLinear Triangular Element

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    2D PlaneLinear Triangular Element

    cofactor method

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    2D PlaneLinear Triangular Element

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    2D PlaneLinear Triangular Element

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    2D PlaneLinear Triangular Element

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    2D PlaneLinear Triangular Element

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    2D PlaneLinear Triangular Element

    Define the Strain/Displacement and

    Stress/Strain Relationships

    constant-strain triangle (CST)

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    2D PlaneLinear Triangular Element

    Define the Strain/Displacement and

    Stress/Strain Relationships

    Introduction to Finite Element Methods - Lifeng Wang20

    2D PlaneLinear Triangular Element

    Define the Strain/Displacement and

    Stress/Strain Relationships

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    Introduction to Finite Element Methods - Lifeng Wang21

    2D PlaneLinear Triangular Element

    Define the Strain/Displacement and

    Stress/Strain Relationships

    Introduction to Finite Element Methods - Lifeng Wang22

    2D PlaneLinear Triangular Element

    Define the Strain/Displacement and

    Stress/Strain Relationships

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    Introduction to Finite Element Methods - Lifeng Wang23

    2D PlaneLinear Triangular Element

    Derive the Element Stiffness Matrix and Equations

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    2D PlaneBody forces

    Concentrated loads

    Surface loads

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    2D PlaneLinear Triangular Element

    Derive the Element Stiffness Matrix and Equations

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    2D Plane

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    2D Plane

    Explicit expression, plane strain, (6.4.3)

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    2D Plane

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    2D Plane

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    2D Plane

    Break (10 minutes)!

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    2D PlaneExample 6.1

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    2D Plane

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    2D Plane

    =

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    2D PlaneExample

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    2D Plane

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    2D Plane

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    2D Planelinear-strain triangular (LST) element

    The LST element has six nodes and twelve unknown displacement

    degrees of freedom. The displacement functions for the element are

    quadratic instead of linear (as in the CST).

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    2D Plane

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    2D Plane

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    2D Plane

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    2D Plane

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    2D PlaneExample (LST and CST)

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    In-Class Exercises

    In-Class Exercises (turn in before you leave)

    1)

    2)

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    Homework # 86.10(a,c), 6.13, 6.20

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    Homework # 86.10(a,c), 6.13, 6.20

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    Homework # 86.10(a,c), 6.13, 6.20