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The commercially available shear force sensors are generally costly and due to their properties (compliance, design of the deformation element, etc).
If a deformation element of special design is situated in this zone, it has a positive influence on the process of extrusion.
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This paper investigates the penetration resistance of spudcans on loose sand overlying clay soils using large deformation finite element analysis.
Large deformation finite element analyses have been conducted to study the initial break-out resistance of on-bottom pipelines.
The three-dimensional dynamic large deformation finite element (LDFE) analyses were carried out using the coupled Eulerian Lagrangian approach.
The riser dynamics is modeled quasi-statically by a nonlinear three-dimensional large deformation finite element model.
A finite deformation, finite element analysis is carried out under plane strain, small-scale yielding conditions.
In order to overcome this disadvantage, Ref. [8] introduces the large deformation beam element and iteration solution into the traditional separate model method.
With this purpose, a model based on a p-version, hierarchical, first-order shear deformation finite element is employed.
In this paper, the performance of the keying flap is investigated using a large deformation finite element approach based on frequent mesh regeneration.
Large deformation finite element (LDFE) analysis is being applied increasingly in geomechanics as it allows numerical interpretation of problems in which the structural element moves a relatively long distance through the soil.
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