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Elastic and Plastic Analysis

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Element is assumed to obey Hooke's law and recover to original state on ... any member section to reach the yield stress or elastic critical buckling stress. ... – PowerPoint PPT presentation

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Title: Elastic and Plastic Analysis


1
Case Studies of Plastic Analysis
  • Elastic and Plastic Analysis
  • Using Dr. Frame

2
Basic Concept ?
  • Elastic Analysis
  • Element is assumed to obey Hookes law and
    recover to original state on removal of load.
  • Elastic Analysis determining the maximum load
    that cause one point in any member section to
    reach the yield stress or elastic critical
    buckling stress.
  • Plastic Analysis
  • Stress remains constant while the strain
    increases.
  • The plastic hinge forms.
  • Collapse occurs when sufficient plastic hinges
    have formed to convert the structure to a
    mechanism.
  • Plastic analysis determining the minimum load
    that causes the structure to collapse.

3
Basic Concept ??
  • Plastic Moment
  • Simple plastic moment formula Mp ZFy
  • Effect of the shear force
  • 1. Tresca and Von-Mises yield criteria
  • 2. In I-beams, the reduction in the plastic
    moment is negligible until the shear force is
    over 50 shear capacity of the web
  • Effect of the axial force
  • 1. Both tensile and compressive force reduce the
    plastic moment
  • 2. Reduced plastic moment formula

4
About Dr. Frame
  • Plastic Hinge Objects
  • Installation and removal of plastic hinges
  • Before yielding blue rectangles
  • After yielding solid red circles during loading,
    open red circles during unloading
  • Simple linear interaction relation to account for
    axial force effect
  • Second-Order Analysis
  • Load-Dependent EI

5
Case Model
  • Beam W 310 x 60
  • Column W 250 x 67

6
Analysis Result Case 1
  • Combined mechanism
  • ?e 5.35 ?c 7.70

7
Analysis Result Case 2
  • Combined mechanism
  • ?e 3.11 ?c 4.73

8
Analysis Result Case 3
  • Sway mechanism
  • ?e 1.43 ?c 1.95

9
Analysis Result Case 4
  • Sway mechanism
  • ?e 2.07 ?c 2.96

10
Analysis Result Case 5
  • Sway mechanism
  • ?e 2.12 ?c 3.06

11
Discussion ?
  • Reduction in plastic moment capacity due to axial
    force
  • Column 1 in all cases are investigated.
  • W250x67 Np 2992.5 kN
  • Mp 315.35 kNm
  • The bigger axial force, the bigger reduction in
    plastic moment capacity.

12
Discussion ??
  • Comparison of linear analysis and second-order
    analysis in Case 1, Case 3
  • The collapse load factor reduces.
  • The P-? effect is more significant in multistory
    frame.

13
Discussion ???
  • A handy plastic analysis tool -- Dr. Frame
  • Model and observe plastic behavior in structure
    interactively
  • Get the order of plastic hinges formation and the
    final collapse mechanism easily and visually

14
Plastic Hinge Formation ?
15
Plastic Hinge Formation ??
16
Conclusion
  • The plastic moment reduction due to axial force
    must be considered in the plastic analysis,
    especially when the axial force N exceeds 15 Np.
  • For more accurate result, one needs to do the
    second-order analysis accounting for the P-?
    effects and load-dependent EI.
  • The location of plastic hinges in frames to form
    a mechanism varies with the type of loading,
    shape and other physical properties of the frame.
  • Dr. Frame is a very handy program to perform
    plastic analysis for framed structures of
    complicated shape and with a high degree of
    redundancy.
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