Results 121 to 130 of about 1,447 (166)
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The influence of geometrical imperfections in the method of caustics

Engineering Fracture Mechanics, 1983
Abstract The influence of locally varying specimen thickness on the shape of the shadow spot and, hence, on the stress intensity factor is of first order but for all practical cases comparable with the experimental data scatter.
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On the Geometrical Imperfections in Cylindrical Roller Bearings

Journal of Tribology, 1988
Computer simulations of the dynamics performance of roller bearings, as obtained by the computer code ADORE, are used to model the infuence of race out-of-roundness, race taper and centrality of land on partly crowned rollers. Both oil and solid lubricated high-speed roller bearings are considered and the overall performance parameters, such as ...
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On geometric reduction of age or intensity models for imperfect maintenance

Reliability Engineering & System Safety, 2017
Abstract There is an extensive literature on imperfect maintenance models. Among them, we have proposed in Doyen and Gaudoin (2004) [13] the classes of ARA and ARI models. These models express the effect of maintenance by an Arithmetic Reduction of Age (for ARA models) and an Arithmetic Reduction of Intensity (for ARI models).
Doyen, Laurent   +2 more
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Modelling Geometric Imperfections of Spatial Latticed Structures Considering Correlations of Node Imperfections

Applied Mechanics and Materials, 2014
The buckling loads of shell structures and shell-like space frames are very sensitive to initial geometric imperfections. Previous studies focused on estimating the lower bound of the load-carrying capacity of reticulated shells. This paper proposes a new method for modelling structural geometrical imperfections based on random field theory. The method
Geng Bo Chen   +3 more
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IMPROVEMENT OF SAFTEY OF COLUMNS WITH GEOMETRICAL IMPERFECTIONS IN FRAME STRUCTURES

8th International Professional and Scientific Conference Occupational safety and health, 2022
In this paper derivation of differential equation describing buckling of a column with initial geometrical imperfections and variable cross – section is presented. The column geometry (the cross section) is changeable (variable), for the purpose of achieving higher load carrying capacity at given load set with optimizing the material quantity.
Hoster, Josip   +2 more
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On Loads Equivalent to Geometrical Imperfections in Shells

Journal of Engineering Mechanics, 1993
The equations that define the load equivalent to an imperfection in the geometry (in the form of a deviation from the as-designed midsurface) of a thin shallow shell are considered. The present formulation defines initial displacements and an initial strain field in order to model the imperfection.
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Geometrical Imperfections on Inelastic Frame Behavior

Journal of Structural Engineering, 1992
A methodology for the analysis of geometrically imperfect framed structures that takes into consideration geometrical and material nonlinearities is presented. The analysis is an extension of the pseudo-load method for geometrical and material nonlinear frame analysis by Lui in 1988, and Lui and Zhang in 1990.
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Optimization of slender structures considering geometrical imperfections

Inverse Problems in Science and Engineering, 2006
In this article, we present an optimization model which incorporates uncertainty induced by geometrical imperfections. Within the model, geometrical imperfections are represented by means of random fields. The induced uncertainties are then treated using the concept of a convex model.
M. Baitsch, D. Hartmann
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Hyperbolic Cooling Towers with Geometric Imperfection

1986
Geometric imperfection is probably one of the most common and important constructional errors, which occurs in the construction of large thin concrete shells, such as cooling towers.
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Consequences of Geometric Imperfections for the Control of Redundantly Actuated Parallel Manipulators

IEEE Transactions on Robotics, 2010
Actuation redundancy increases and homogenizes the kinematic dexterity and stiffness as well as the force distribution among the actuators of parallel-kinematics machines (PKMs). It also allows for internal prestresses within the PKM without affecting the environment that can potentially be used to account for secondary tasks, such as active stiffness ...
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