Proposal of failure criterion applicable to finite element analysis results for wall-thinned pipes under bending load

To modify the incremental strain method used to evaluate non-uniform residual stress, a finite element analysis (FEA) of the reference model used to describe a hole-drilling test was conducted. The calibration factors for the x and y directions were obtained from the analysis and then their differences were compared under various loading conditions. A hole-drilling test using a steel plate as the reference specimen was introduced, and under the pure bending load, strain relaxation was measured at each hole-drilling step to determine the calibration factors. Although the calibration factors in the x and y directions varied with the boundary conditions used in the FEA, their differences were reduced to zero for all depths when the prescribed loads as the boundary conditions in the x and y directions became the same. In addition, it was analytically and experimentally confirmed that the calibration factors did not vary with the direction. Accordingly, by making the calibration factors equal in the x and y directions in the modified equation for the incremental strain method, no singularity is produced in the stress calculations.

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Finite element analysis of slope stability using a nonlinear failure criterion

Computers and Geotechnics ◽

10.1016/j.compgeo.2006.11.005 ◽

2007 ◽

Vol 34 (3) ◽

pp. 127-136 ◽

Cited By ~ 49

Author(s):

X. Li

Keyword(s):

Finite Element Analysis ◽

Finite Element ◽

Slope Stability ◽

Failure Criterion ◽

Nonlinear Failure Criterion ◽

Element Analysis

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Finite element analysis of dovetail joint made with the use of CNC technology

Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis ◽

10.11118/actaun201058050321 ◽

2010 ◽

Vol 58 (5) ◽

pp. 321-328 ◽

Cited By ~ 2

Author(s):

Václav Sebera ◽

Milan Šimek

Keyword(s):

Finite Element Analysis ◽

Finite Element ◽

Numerical Models ◽

Experimental Testing ◽

Joint Stiffness ◽

Bending Moment ◽

Parametric Models ◽

Cnc Machine ◽

Element Analysis ◽

Bending Load

The objective of the paper is the parametrization and the finite element analysis of mechanical properties of a through dovetail joint made with the use of a specific procedure by a 3-axis CNC machine. This corner joint was used for the simulation of the bending load of the joint in the angle plane – by compression, i.e. by pressing the joint together. The deformation fields, the stress distribution, the stiffness and the bending moment of the joints were evaluated. The finite element system ANSYS was used to create two parametric numerical models of the joint. The first one represents an ideally stiff joint – both joint parts have been glued together. The second model includes the contact between the joined parts. This numerical model was used to monitor the response of the joint stiffness to the change of the static friction coefficient. The results of both models were compared both with each other and with similar analyses conducted within the research into ready-to-assemble furniture joints. The results can be employed in the designing of more complex furniture products with higher demands concerning stiffness characteristics, such as furniture for sitting. However, this assumption depends on the correction of the created parametric models by experimental testing.

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Design factors of lumbar pedicle screws under bending load: A finite element analysis

Journal of Applied Biomedicine ◽

10.1016/j.bbe.2018.10.003 ◽

2019 ◽

Vol 39 (1) ◽

pp. 52-62 ◽

Cited By ~ 10

Author(s):

Jayanta Kumar Biswas ◽

Tikeshwar Prasad Sahu ◽

Masud Rana ◽

Sandipan Roy ◽

Santanu Kumar Karmakar ◽

...

Keyword(s):

Finite Element Analysis ◽

Finite Element ◽

Pedicle Screws ◽

Element Analysis ◽

Bending Load ◽

Design Factors ◽

Lumbar Pedicle

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A Study on Bursting Pressure of Thin-Walled Cylinders

Volume 4: Structural Integrity; Next Generation Systems; Safety and Security; Low Level Waste Management and Decommissioning; Near Term Deployment: Plant Designs, Licensing, Construction, Workforce and Public Acceptance ◽

10.1115/icone16-48645 ◽

2008 ◽

Author(s):

Yang-Chun Deng ◽

Gang Chen ◽

Liang Sun ◽

Tong Xu

Keyword(s):

Experimental Data ◽

Finite Element Analysis ◽

Finite Element ◽

Failure Criterion ◽

Pressure Vessels ◽

Experimental Results ◽

Bursting Pressure ◽

Element Analysis ◽

Instability Strain ◽

Thin Walled

In this paper, we investigated the bursting pressure of thin-walled cylinders. Considering the strain hardening behavior of materials and the geometry deformation of pressure vessels, we derived the instability strain of thin-walled cylinders with a Swift-type stress-strain relationship, and used it as a failure criterion. Consequently, the instability stress was obtained and used to determine the maximum load-bearing capacity of thin-walled cylinders, that is, bursting pressure. The analytical solutions were compared with finite element analysis and bursting experimental results on different size thin-walled cylindrical pressure vessels manufactured from three different materials. It was turned out that it is reasonable to adopt instability strain as a failure criterion and use instability pressure as burst pressure. In the finite element analysis, the material parameters used were from raw experimental data or fitted values of experimental data. For both cases, finite element predications on instability strain and bursting pressure gave around the same values, close to experimental results. Therefore, based on finite element analyses, the instability strain and bursting pressure can be calculated by using true stress-strain curves directly measured from experiments, without the need to assume any specific material type.

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