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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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Journal ArticleDOI
TL;DR: In this paper, a loaded gear drive with point contact between tooth surfaces is considered and the principal curvatures and directions at a current point of tangency, the contact paths on tooth surfaces, and the transmission errors caused by misalignment are considered as known.
Abstract: A loaded gear drive with point contact between tooth surfaces is considered. The principal curvatures and directions at a current point of tangency, the contact paths on tooth surfaces, and the transmission errors caused by misalignment we consider as known. In this paper the following topics are covered: (1) Determination of the contact force and its distribution over the contact ellipse; (2) Determination of the tooth deflection, the load share, and the real contact ratio; and (3) Stress analysis by application of the finite element method. The discussed approach is illustrated with a numerical example.

69 citations

Journal ArticleDOI
01 Apr 2000
TL;DR: In this article, a procedure for evaluating the Laplacian of the deflection of a semi-infinite body subject to pressure loading using suitable quadrature expressions is presented.
Abstract: The paper presents a procedure for evaluating the Laplacian of the deflection of a semi-infinite body subject to pressure loading using suitable quadrature expressions. Both line contact an...

69 citations

Journal ArticleDOI
TL;DR: In this article, the effects of the thickness of FRHSC layer, steel fiber volume fraction and FRP reinforcement ratio on the failure mode, flexural capacity, deflection, crack width and ductility of the tested beams were investigated.

69 citations

Book
07 Apr 2003
TL;DR: In this paper, the authors present a finite element analysis of the stress cubic equation in the context of design of shafts and associated parts, and propose a solution to the stress Cubic equation.
Abstract: Part I Fundamentals 1 Introduction to Design 2 Materials 3 Stress and Strain 4 Deflection and Stiffness 5 Energy Methods in Design 6 Buckling Design of Members 7 Static Failure Criteria and Reliability 8 Fatigue Part II Applications 9 Shafts and Associated Parts 10 Bearings and Lubrication 11 Spur Gears 12 Helical, Worm, and Bevel Gears 13 Belts, Chain, Clutches, and Brakes 14 Springs 15 Power Screws, Fasteners, and Connections 16 Axisymmetric Problems in Design 17 Finite Element Analysis in Design Appendix A Units, Properties of Shapes, and Beam Deflections Appendix B Material Properties Appendix C Stress Concentration Factors Appendix D Solution of the Stress Cubic Equation

69 citations

Journal ArticleDOI
TL;DR: In this article, a finite element (FE) model is established for the same infinite beam problem, which is better than the PB model in considering the shear deformation of the beam.
Abstract: In this paper, governing ordinary differential equations are derived for a reinforced Timoshenko beam on an elastic foundation. An analytical solution is obtained for a point load on an infinite Timoshenko beam on elastic foundation. Special attention is drawn to the location, tension, and shear stiffness of reinforcement and its influence on settlement/deflection of the beam and reinforcement tension force. A finite element (FE) model is established for the same infinite beam problem. Results from the proposed TB model (Timoshenko beam on elastic foundation) are compared with results from the FE model and from the PB model (the Winkler model, based on the pure bending beam theory). It is found that results from the proposed TB model are, in general, in good agreement with results from the FE model, as compared with results from the PB model. The TB model is better than the PB model in considering the shear deformation of the beam. This TB model is particularly useful in modeling a reinforced beam with or without considering the reinforcement shear stiffness. The TB model has practical applications in modeling geosynthetics/fiber-glass reinforcement of foundation soils or pavement.

69 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