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Deflection (engineering)

About: Deflection (engineering) is a research topic. Over the lifetime, 30862 publications have been published within this topic receiving 298849 citations.


Papers
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Patent
27 Jan 2000
TL;DR: In this paper, a method for carrying out control checks of the beam generation and beam acceleration means of an ion beam therapy system is presented. But this method relies on the use of a raster scanning device which is mounted in a beam steering system and presents vertical and horizontal deflection means.
Abstract: The invention relates to a method for carrying out control checks of the beam generation and beam acceleration means of an ion beam therapy system. Said therapy system comprises a raster scanning device which is mounted in a beam steering system and presents vertical deflection means and horizontal deflection means for the vertical and horizontal deflection of a treatment beam perpendicular to the direction of the beam. In this way the treatment beam is deflected by the raster scanning device to an isocentre of the irradiation site and scans a defined area surrounding the isocentre, while at the same time the ion type, ion beam energy, ion beam intensity, accelerator lock and means for terminating beam extraction are subjected to a control check.

119 citations

Journal ArticleDOI
TL;DR: In this paper, a tire-road friction coefficient estimation approach is proposed which makes use of the uncoupled lateral deflection profile of the tire carcass measured from inside the tire through the entire contact patch.
Abstract: A tire-road friction coefficient estimation approach is proposed which makes use of the uncoupled lateral deflection profile of the tire carcass measured from inside the tire through the entire contact patch. The unique design of the developed wireless piezoelectric sensor enables the decoupling of the lateral carcass deformations from the radial and tangential deformations. The estimation of the tire-road friction coefficient depends on the estimation of slip angle, lateral tire force, aligning moment, and the use of a brush model. The tire slip angle is estimated as the slope of the lateral deflection curve at the leading edge of the contact patch. The portion of the deflection profile measured in the contact patch is assumed to be a superposition of three types of lateral carcass deformations, namely, shift, yaw, and bend. The force and moment acting on the tire are obtained by using the coefficients of a parabolic function which approximates the deflection profile inside the contact patch and whose terms represent each type of deformation. The estimated force, moment, and slip angle variables are then plugged into the brush model to estimate the tire-road friction coefficient. A specially constructed tire test rig is used to experimentally evaluate the performance of the developed estimation approach and the tire sensor. Experimental results show that the developed sensor can provide good estimation of both slip angle and tire-road friction coefficient.

119 citations

Journal ArticleDOI
TL;DR: In this article, an experimental and theoretical investigation on the behavior of single-screw helical anchors in sand is presented, which includes 56 tests conducted on five model anchors installed in dense, medium, and loose dry sands.
Abstract: Experimental and theoretical investigations on the behavior of single‐screw helical anchors in sand are presented. A testing program included 56 tests conducted on five model anchors installed in dense, medium, and loose dry sands. A sand‐placing technique was developed and utilized over the testing program in order to achieve the predetermined unit weight. The experimental setup was instrumented to allow the measurement of the pullout load, the upward displacement of the anchor, and the deflection of the sand surface. It was observed that the failure mechanism as well as the pullout load varied with the installation depth of the anchor and the angle of shearing resistance of the sand. A mathematical model is developed using the limit‐equilibrium method of analysis and the observed failure mechanism of the anchor from the present experimental work. Based on experimental results, a simple equation is proposed to introduce the degree of shear mobilization on the coefficient of passive earth pressure. Compar...

119 citations

Journal ArticleDOI
TL;DR: In this paper, an open-loop technique was used to estimate the cutting and thrust forces, applying these forces to the tool, calculating the shape error due to tool deflection and creating a new tool path to eliminate this error.
Abstract: A technique to compensate for deflection of small milling tools (diameter < 1 mm) has been demonstrated. This open-loop technique involves predicting the cutting and thrust forces, applying these forces to the tool, calculating the shape error due to tool deflection and creating a new tool path to eliminate this error. The tool force model has evolved from a decade of research to predict the forces in diamond turning. This model was modified to include the effects of tool rotation in milling as well as the changes in contact area and force direction using a ball end mill to create a free form surface. Experimental measurements were made to corroborate the components of the tool forces in the cutting and thrust directions. The force model was then combined with tool stiffness to calculate the deflection of the tool as a function of the depth of cut, the up-feed per revolution and the geometry of the part. Two experiments were used to demonstrate the effectiveness of this error compensation technique-a slot and a large circular groove. Each experiment reduced the error due to tool deflection by an order of magnitude from 20-50 μm to 2-5 μm.

119 citations

Journal ArticleDOI
TL;DR: In this article, a closed form solution based on three asymptotic cases with deformation purely by indentation, bending or shear is presented for a Hertzian contact law, suitable for monolithic plates, and for a linear contact law suitable for sandwich panels.

118 citations


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Performance
Metrics
No. of papers in the topic in previous years
YearPapers
202247
20211,006
20201,140
20191,262
20181,195
20171,215