Mechanics of Offshore Pipelines: Buckling and Collapse, Vol. I

Appendix F: Stress-Strain Fitting for the Tseng-Lee Model

This model is another candidate to be used for loading histories involving loading and reverse loading. The model is calibrated using uniaxial stress-strain data as described next. The monotonic part of the response (o-a-b) is fitted with the Ramberg-Osgood fit as described in Appendix C. For the results in Figure F.1, o-a-b had the following Ramberg-Osgood parameters:

(a)

Figure F.1: Fit parameters of uniaxial monotonic and hysteresis stress-strain responses for the Tseng-Lee two-surface model.

where ? om is the proportional limit stress.

The material parameters for the basic hysteresis curve (b-c-d-e), E c, ? oc and h are obtained as follows:

  1. E c is the elastic modulus of the hysteresis curve; i.e., it is the slope of section b-c of the unloading curve. Usually, but not always, E c = E m.

  2. ? oc is the radius of the yield surface, calculated as follows. Identify the elastic limit of the hysteresis curve (point c). Then

    (F.1)

    where ? b and ? c are the stresses corresponding to points b and c on the response.

  3. h is a shape parameter representing the hardening characteristics of the hysteresis curve. It can be evaluated as follows:

    • Find the slope, E m, of the monotonic curve at point b. The corresponding plastic modulus at point b is

      (F.2)
    • The stress at point b, ? b, represents the current size of the memory surface.

    • Construct the memory line by drawing a...

UNLIMITED FREE
ACCESS
TO THE WORLD'S BEST IDEAS

SUBMIT
Already a GlobalSpec user? Log in.

This is embarrasing...

An error occurred while processing the form. Please try again in a few minutes.

Customize Your GlobalSpec Experience

Category: Polymers and Plastic Resins
Finish!
Privacy Policy

This is embarrasing...

An error occurred while processing the form. Please try again in a few minutes.