Limit Load Evaluation Using the mα-Tangent Multiplier in Conjunction With Elastic Modulus Adjustment Procedure

Author:

Mahmood S. L.1,Seshadri R.2

Affiliation:

1. e-mail:

2. Faculty of Engineering and Applied Science, Memorial University, St. John’s, NL A1B 3X5, Canada

Abstract

In this paper, the mα-tangent multiplier is used in conjunction with the elastic modulus adjustment procedure (EMAP) for limit load determination. This technique is applied to a number of mechanical components possessing different kinematic redundancies. By specifying spatial variations in the elastic modulus, numerous sets of statically admissible and kinematically admissible stress and strain distributions are generated, and limit loads for practical components are then determined using the mα-tangent method. The procedure ensures sufficiently accurate limit loads within a reasonable number of iterations. Results are compared with the inelastic finite element results and are found to be in satisfactory agreement.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Reference14 articles.

1. Borrvall, T., 2009, “A Heuristic Attempt to Reduce Transverse Shear Locking in Fully Integrated Hexahedra With Poor Aspect Ratio,” 7th European LS-DYNA Conference, May 14–15.

2. A Multiscale Finite Element Formulation for Axisymmetric Elastoplasticity With Volumetric Locking;Int. J. Numer. Anal. Methods Geomech.,2009

3. Classification of Clamp Induced Stresses in Thin Walled Pipe;Int. J. Pressure Vessels Piping,1981

4. Limit Loads of Mechanical Components and Structures Using the GLOSS R-Node Method;ASME J. Pressure Vessel Technol.,1992

5. Elastic Modulus Adjustment Procedures-Improved Convergence Schemes;Int. J. Pressure Vessels Piping,2006

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